BSR NH Circle Jaipur 2024

.
GOVERNMENT OF RAJASTHAN
PUBLIC WORKS DEPARTMENT
BASIC SCHEDULE OF RATES

w.e.f. 12th June, 2024
ROAD AND BRIDGE WORKS

FOR
NATIONAL HIGHWAYS
SUPERINTENDING ENGINEER
NATIONAL HIGHWAY, CIRCLE JAIPUR
Cost : Rs. 1,000/-

.
GOVERNMENT OF RAJASTHAN
BASIC SCHEDULE OF RATES

W.E.F. 12th JUNE, 2024
ROAD AND BRIDGE WORKS

FOR
NATIONAL HIGHWAYS
SUPERINTENDING ENGINEER
NATIONAL HIGHWAY, CIRCLE JAIPUR
Cost : Rs. 1,000/-

INDEX
CHAPTER NO. DESCRIPTION PAGE NO.
APPROVAL LETTERS OF BSR -
INPUT (RATES INCLUSIVE OF ALL TAXES) -
PART - "A" LEAD CHART FOR ROAD MATERIAL AND

CHAPTER-1 1-1
THEIR CARRIAGE
CHAPTER-1 PART - "B" CARRIAGE OF MATERIALS 2-2
CHAPTER-2 SITE CLEARANCE & DISMANTLING 3-5
CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE 6 - 10
SUB-BASES, BASES (NON- BITUMINOUS) AND

CHAPTER-4 11 - 13
SHOULDERS
CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) 14 - 22
CHAPTER-6 CEMENT CONCRETE PAVEMENTS 23 - 24
CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH 25 - 25
TRAFFIC SIGNS, MARKINGS & OTHER ROAD

CHAPTER-8 26 - 39
APPURTENANCES
CHAPTER-9 PIPE CULVERTS & CULVERTS 40 - 43
CHAPTER-10 MAINTENANCE OF ROADS 44 - 50
CHAPTER-11 HORTICULTURE 51 - 54
CHAPTER-12 FOUNDATIONS 55 - 68
CHAPTER-13 SUB-STRUCTURE 69 - 72
CHAPTER-14 SUPER-STRUCTURE 73 - 78
CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS 79 - 80
CHAPTER-16 REPAIR AND REHABILITATION 81 - 83
CHAPTER-17 GEOTEXTILE MISC ITEMS 84 - 93

Rate inclusive of all Taxes
(A) Usage Rates of Plant and Machinery
Output of
Sl. No. Description of Machine Activity Output Unit Rate
Machine
P&M-001 Air Compressor General Purpose capacity in cfm 170/250 hour 295.00
Batching and Mixing Plant (a) 30 cum
P&M-002 Concrete Mixing cum/hour 20 hour 2320.00
capacity
Batching and Mixing Plant (b) 15 - 20 cum
P&M-003 Concrete Mixing cum/hour 13 hour 1900.00
capacity
P&M-004 Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 hour 825.00
P&M-005 Bitumen Boiler oil fired Bitumen Spraying capacity in litre 1500 hour 250.00
P&M-006 Concrete Paver Finisher with 40 HP Motor Paving of concrete surface cum / hour 20 hour 2695.00
P&M-006-1 Slip Form Concrete Paver Finisher Paving of concrete surface cum / hour 175 hour 16500.00
P&M-007 Concrete Pump of 45 & 30 cum capacity Pumping of concrete cum / hour 33 / 22 hour 625.00
P&M-008 Concrete Bucket For Pouring concrete capacity in cum 1 hour 125.00
P&M-009 Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing cum/hour 2.5 hour 145.00
P&M-010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour 225.00
P&M-011 Crane (a) 80 tonnes Lifting Purpose 0 0 hour 1160.00
P&M-012 Cranes b) 35 tonnes Lifting Purpose 0 0 hour 725.00
P&M-013 Cranes c) 3 tonnes Lifting Purpose 0 0 hour 335.00
P&M-014 Dozer D - 80 - A 12 Spreading /Cutting / Clearing cum/hour 300/ 150/250 hour 2615.00
P&M-015 Dozer D - 50 - A 15 Spreading /Cutting / Clearing cum/hour 200/ 120/150 hour 1755.00
P&M-016 Emulsion Pressure Distributor Applying emulsion tack coat sqm/hour 1750 hour 780.00
Soil loading / Aggregate
P&M-017 Front End loader 1 cum bucket capacity cum/hour 60 /25 hour 845.00
loading
P&M-018 Generator (a) 125 KVA Genration of electric Energy KVA 100 hour 825.00
P&M-019 Generator( b) 63 KVA Genration of electric Energy KVA 50 hour 635.00
P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 1135.00
P&M-021 Hotmix Plant - 120 TPH capacity DBM/BM/SDC/ Premix cum/hour 40 hour 13200.00
P&M-022 Hotmix Plant - 100 TPH capacity DBM/BM/SDC/ Premix cum/hour 30 hour 11770.00
P&M-023 Hotmix Plant - 60 to 90 TPH capacity DBM/BM/SDC/ Premix cum/hour 25 hour 9900.00
P&M-024 Hotmix Plant - 40 to 60 TPH capacity DBM/BM/SDC/ Premix cum/hour 17 hour 8250.00
P&M-025 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour 1725.00
Soil Ordinary/Soil Marshy /
P&M-026 Hydraulic Excavator of 1 cum bucket cum/hour 60 /60 /60 hour 1005.00
Soil Unsuitable
P&M-027 Integrated Stone Crusher 100THP Crushing of Spalls TPH 100 hour 7375.00
P&M-028 Integrated Stone Crusher 200 HP Crushing of Spalls TPH 200 hour 14905.00
P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 305.00
P&M-030 Mastic Cooker Mastic Wearing coat capacity in tonne 1 hour 165.00
P&M-031 Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 hour 205.00
Clearing /Spreading /GSB
P&M-032 Motor Grader 3.35 mtr blade cum/hour 200/200/50/50 hour 1850.00
/WBM
Output of
Sl. No. Description of Machine Activity Output Unit Rate
Machine
P&M-033 Mobile slurry seal equipment Mixing and laying slurry seal sqm/hour 2700 hour 810.00
Paver Finisher Hydrostatic with sensor Paving of DBM/ BM/SDC/
P&M-034 cum/hour 40 hour 1865.00
control 100 TPH Premix
Paving of WMM /Paving of
P&M-035 Paver Finisher Mechanical 100 TPH cum/hour 40/30 hour 785.00
DLC
0.75 m dia to 1.2 m dia
P&M-036 Piling Rig with Bantonite Pump Rm/hour 2 to 3 hour 4575.00
Boring attachment
P&M-037 Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour 1390.00
P&M-038 Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.5 to 2.00 hour 3300.00
P&M-039 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour 695.00
Stressing of steel
P&M-040 Prestressing Jack with Pump & access 0 0 hour 120.00
wires/stands
P&M-041 Ripper Scarifying cum/hour 60 hour 30.00
P&M-042 Rotavator Scarifying cum/hour 25 hour 20.00
P&M-043 Road marking machine Road marking Sqm/hour 100 hour 95.00
Soil Compaction /BM
P&M-044 Smooth Wheeled Roller 8 tonne cum/hour 70/25 hour 245.00
Compaction
P&M-045 Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour 1030.00
Transportation of soil, GSB,
P&M-046 Tipper - 5 cum Capacity in cum 5.5 km 275.00
WMM, Hotmix etc.
P&M-047 Tipper - 5 cum Capacity in cum 5.5 tonne.km 3.30
WMM, Hotmix etc.
P&M-048 Tipper - 5 cum Capacity in cum 5.5 hour 270.00
WMM, Hotmix etc.
Transportation of Concrete
P&M-049 Transit Mixer 4.0/4.5 cum cum/hour 4.5 hour 895.00
Mix to site
P&M-050 Transit Mixer 4/4.5 cum cum/hour 4.5 tonne.km 3.30
Mix to site
P&M-051 Transit Mixer 3.0 cum cum/hour 3 hour 760.00
Mix to site
P&M-052 Transit Mixer 3.0 cum cum/hour 3 tonne.km 3.30
Mix to site
P&M-053 Tractor Pulling capacity in HP 50 hour 215.00
P&M-054 Tractor with Rotevator Rate of Tractor + Rotevator 0 0 hour 255.00
P&M-055 Tractor with Ripper Rate of Tractor 6+ Ripper 0 0 hour 250.00
P&M-056 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 km 240.00
P&M-057 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 hour 250.00
P&M-058 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 tonne.km 3.30
P&M-059 Vibratory Roller 8 tonne Earth or soil / GSB / WBM cum/hour 100/60/60 hour 1310.00
P&M-060 Water Tanker Water Transport capacity in KL 6 hour 145.00
P&M-061 Water Tanker Water Transport capacity in KL 6 km 140.00
P&M-062 Wet Mix Plant 75 TPH Wet Mix cum/hour 25 hour 1045.00
P&M-063 Air compressor with pneumatic chisel attachment for cutting hard clay. hour 330.00
P&M-064 Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour hour 1670.00
P&M-065 Belt conveyor system hour 170.00
P&M-066 Boat to carry atleast 20 persons hour 2065.00
P&M-067 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour 9900.00
P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour 2045.00
Sl. No. Description of Machine Unit Rate
P&M-069 Cold milling machine @ 20 cum per hour hour 4400.00
P&M-070 Crane 5 tonne capacity hour 345.00
P&M-074 Crane 40 T capacity hour 715.00
P&M-075 Crane with grab 0.75 cum capacity hour 1155.00
P&M-076 Compressor with guniting equipment along with accessories hour 345.00
P&M-077 Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. hour 5555.00
P&M-078 Epoxy Injection gun hour 275.00
P&M-079 Generator 33 KVA hour 550.00

Induction, deinduction and erection of plant and equipment including all components and accessories for
P&M-082 hour 6875.00
pneumatic method of well sinking.
P&M-083 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 210.00
P&M-084 Jack for Lifting 40 tonne lifting capacity. day 4090.00
P&M-085 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs 4125.00
P&M-086 Plate compactor hour 105.00
P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour 700.00
P&M-088 Texturing machine (for rigid pavement) hour 275.00
P&M-089 Truck Trailor 30 tonne capacity hour 420.00
P&M-090 Truck Trailor 30 tonne capacity t.km 415.00
P&M-091 Tunnel Boring machine hour 490.00
P&M-092 Vibrating Pile driving hammer complete with power unit and accessories. hour 760.00
P&M-093 Wet Mix Plant 100 TPH hour 1330.00
P&M-094 Wet Mix Plant 75 TPH hour 1100.00
P&M-095 Welding machine with rods hour 185.00
P&M-096 Portable Mini Hot Mix Plant Per day 3850.00
P&M-097 Fuel / Diseal costs Per liter 65.00
P&M-098 Screening Plant Hous 810.00
P&M-099 Panel Heating Machine HM 4500 Hous 27500.00
P&M-100 Needle vibrator Hous 55.00
P&M-101 Screed vibrator Hous 95.00
P&M-102 Plate vibrator Hous 70.00

(B) Labour
Sl. No. Description of Labour Unit Rate
L-01 Blacksmith (IInd class) day 400.00
L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 425.00
L-03 Blaster (Stone cutter) day 350.00
L-04 Carpenter I Class day 450.00
L-05 Chiseller (Head Mazdoor) day 350.00
L-06 Driller (Jumper) day 350.00
L-07 Diver day 350.00
L-08 Fitter day 425.00
L-09 Mali day 350.00
L-10 Mason (IInd class) day 375.00
L-11 Mason (Ist class) day 425.00
L-12 Mate / Supervisor day 375.00
L-12-1 Surveyor / Draftman / computer draftman/ operator day 500.00
L-13 Mazdoor day 300.00
L-14 Mazdoor/Dresser (Semi Skilled) day 300.00
L-15 Mazdoor/Dresser/Sinker (Skilled) day 350.00
L-16 Medical Officer day 1000.00
L-17 Operator(grouting) day 400.00
L-18 Painter I class day 475.00
L-19 Para medical personnel day 450.00
L-20 Data Recorder day 350.00
L-21 Recycled Pavement material Evaluation Expert Engineer day 5000.00
L-22 Rejuvenetor Design Mix Exper Engineer day 5000.00

(C) Materials (Inclusive of all taxes)
Sl. No. Description Unit Rate
M-001 Stone Boulder of size 150 mm and below at Cruser Plant cum 495.00
M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site cum 495.00
M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 760.00
M-004 Coarse sand at Mixing Plant (Crusher dust) cum 425.00
M-005 Coarse sand at Site cum 1265.00
M-006 Fine sand at Site cum 1025.00
M-007 Moorum at Site cum 390.00
M-008 Gravel/Quarry spall at Site Cum 450.00
M-009 Granular Material or hard murrum for GSB works at Site Cum 540.00
M-010 Granular Material or hard murrum for GSB works at Mixing Plant Cum 485.00
M-011 Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant Cum 420.00
M-012 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Cum 500.00
M-013 Close graded Granular sub-base Material 53 mm to 9.5 mm cum 500.00
M-014 Close graded Granular sub-base Material 37.5 mm to 9.5 mm cum 500.00
M-018 Close graded Granular sub-base Material 4.75mm to 2.36 mm cum 440.00
M-019 Close graded Granular sub-base Material 4.75mm to 75 micron mm cum 440.00
M-020 Close graded Granular sub-base Material 2.36 mm cum 415.00
M-021 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. cum 415.00
M-022 Coarse graded Granular sub-base Material 2.36 mm & below cum 415.00
M-023 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm cum 440.00
M-024 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm cum 500.00
M-029 Coarse graded Granular sub-base Material 53 mm to 26 .5mm cum 510.00
M-030 Aggregates below 2.36 mm cum 490.00
M-031 Aggregates 22.4 mm to 2.36 mm cum 795.00
M-033 Aggregates 45 mm to 2.8 mm cum 795.00
M-038 Aggregates 63 mm to 45 mm (Crusher Broken) cum 740.00
M-039 Aggregates 90 mm to 45 mm (Hand Broken) cum 655.00
M-040 Aggregates 10 mm to 5 mm cum 810.00

M-044 Aggregates 13.2 mm to 10 mm cum 810.00
M-050 Aggregates 6 mm nominal size cum 785.00
M-052 Aggregates 13.2/12.5 mm nominal size cum 785.00
M-056 AC pipe 100 mm dia Meter 35.00
M-057 Acrylic polymer bonding coat litre 485.00
M-058 Alluminium Paint litre 230.00
M-059 Aluminium alloy plate 2mm Thick sqm 6140.00
M-060 Aluminium alloy/galvanised steel tonne 65320.00
Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of
M-061 sqm 7305.00
angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable
M-062 Aluminium studs 100 x 100 mm fitted with lense reflectors nos 440.00
M-063 Barbed wire kg 75.00
M-064 Bearing (Cost of parts) nos 32140.00
M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne ) nos 69000.00
Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal
M-066 nos 19285.00
reinforcing steel laminates by the process of vulcanisation,)
M-067 Bearing (Forged steel roller bearing of 250 tonne nos 105000.00
Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding
M-068 surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies nos 150000.00
duly painted with all components
M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos 40185.00
M-070 Bearing (Supply of sliding plate bearing of 80 tonne) nos 40910.00
M-071 Bentonite kg 22.00
M-072 Binding wire kg 65.00
M-073 Bitumen Cationic Emulsion SS-2 tonne 32400.00
M-074 Bitumen VG-30 tonne 47900.00
M-074-1 Bitumen VG-40 tonne 50400.00
M-075 Bitumen VG-10 tonne 45200.00
M-076 Bitumen (Cutback ) MC800 tonne 59800.00
M-077 Bitumen Emulsion Rapid RS-1 for tack coat tonne 31700.00
M-077-1 Bitumen Emulsion Rapid RS-2 for Surface dressing, Grouting and Penetration macadam tonne 31700.00
M-077-2 Bitumen Emulsion (medium) MS for Patch work, 20mm PMC tonne 43200.00
M-077-3 Bitumen Emulsion (slow) SS-1 for Prime coat- WMM/WBM surface tonne 43200.00
M-078 Bitumen (modified graded) CRMB-60 tonne 51800.00
M-078-1 Bitumen (modified graded) PMB-40 tonne 53200.00
M-079 Brick each 5.00
M-080 C.I.shoes for the pile kg 65.00
M-081 Cement tonne 5800.00
M-082 Cold twisted bars (HYSD Bars) tonne 53500.00
M-083 Coller for joints 300 mm dia CC nos 355.00
M-084 Compressible Fibre Board(20mm thick) sqm 640.00
M-085 Connectors/ Staples each 75.00
M-086 Copper Plate(12m long x 250mmwide) kg 680.00
M-087 Corrosion resistant Structural steel tonne 80000.00
M-088 Corrugated sheet, 3 mm thick, "Thrie" beam section railing kg 78.00
M-089 Credit for excavated rock found suitable for use cum 255.00
M-090 Curing compound liter 120.00
M-091 Delineators from ISI certified firm as per the standard drawing given in IRC - 79 each 685.00
M-092 Earth Cost or compensation for earth taken from private land cum 65.00
Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab
M-093 metre 13770.00
unit conforming to clause 915.1 of IRC: 83 (part II),
M-094 Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each 100 nos 855.00
M-095 Epoxy compound with accessories for preparing epoxy mortar kg 1135.00
M-096 Epoxy mortar kg 440.00
M-097 Epoxy primer kg 730.00
M-098 Epoxy resin-hardner mix for prime coat kg 715.00
M-099 Flag of red color cloth 600 x 600 mm each 22.00
M-100 Flowering Plants each 32.00
M-101 Galvanised MS flat clamp nos 430.00
M-102 Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size. sqm 320.00
M-103 Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long kg 80.00
M-104 Gelatin 80% kg 145.00
M-105 Geo grids sqm 810.00
M-106 Geomembrane sqm 1190.00
M-107 Geonets sqm 715.00
M-108 Geotextile sqm 475.00
M-109 Geotextile filter fabric sqm 440.00
M-110 GI bolt 10 mm Dia nos 22.00
M-111 Grouting pump with agitator hour 440.00
M-112 Grass (Doob) kg 85.00
M-113 Grass (Fine) kg 150.00
M-114 HDPE pipes 75mm dia metre 120.00
M-115 HDPE pipes 90mm dia metre 170.00
M-116 Hedge plants each 45.00

M-117 Helical pipes 600mm diameter metre 6420.00
M-117A Helical pipes 800mm diameter metre 9095.00
M-118 Hot applied thermoplastic compound litre 105.00
M-119 HTS strand tonne 80000.00
M-120 Joint Sealant Compound kg 950.00
M-121 Jute netting, open weave, 2.5 cm square opening for seeding and Mulching sqm 55.00
M-122 LDO for steam curing litre 45.00
M-123 M.S. Clamps nos 45.00
M-124 M.S. Clamps kg 75.00
M-125 M.S.shoes @ 35 Kg per pile of 15 m kg 65.00
M-126 Mild Steel bars tonne 52000.00
Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and
upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements,
M-127 metre 11545.00
support and control system, all steel sections protected against corrosion and installed by the manufacturer or his
authorised representative
Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm
box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams,
M-128 metre 13310.00
chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion
and installed by the manufacturer or his authorised representative
M-129 Nipples 12mm nos 32.00
M-130 Nuts and bolts kg 85.00
M-131 Paint litre 225.00
M-132 Pavement Marking Paint litre 245.00
M-133 Paving Fabric sqm 245.00
M-134 Perforated geosynthetic pipe 150 mm dia metre 330.00
M-135 Perforated pipe of cement concrete, internal dia 100 mm metre 330.00
M-136 Pesticide kg 200.00
M-137 Pipes 200 mm dia, 2.5 m long for drainage AC metre 200.00
M-137-1 Plastic sheet with back side adhesive , 1.25 mm thick for printing letter sqm 255.00
M-138 Plastic sheath, 1.25 mm thick for dowel bars sqm 85.00
M-139 Plastic tubes 50 cm dia, 1.2 m high nos 460.00
M-140 Polymer braids metre 290.00
M-141 Pre moulded Joint filler,25 mm thick for expansion joint. sqm 355.00
M-142 Pre-coated stone chips of 13.2 mm nominal size cum 1485.00
Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength,
M-143 metre 235.00
vulcanised in a single operation for the full length of a joint to ensure water tightness.
M-144 Pre-moulded asphalt filler board sqm 865.00
M-145 Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days kg 490.00
M-146 Primer (Cement) kg 160.00
M-147 Quick setting compound kg 32.00
M-148 Random Rubble Stone cum 505.00
M-149 RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia metre 7155.00
M-150-1 RCC Pipe NP 4 heavy duty non presure pipe 900 mm dia metre 6245.00
M-150-2 RCC Pipe NP 4 heavy duty non presure pipe 600 mm dia metre 4165.00
M-152 Reflectorising glass beads kg 90.00
M-153 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips) metre 425.00
M-154 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips) metre 275.00
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced
M-155 metre 240.00
polymer/polymeric strips)
M-156 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips) metre 380.00
M-157 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips) metre 355.00
M-158 Rivets each 0.60
M-159 Sand bags (Cost of sand and Empty cement bag) nos 11.00
M-160 Sapling 2 m high 25 mm dia each 90.00
M-161 Scrap tyres of size 900 x 20 nos 175.00
M-162 Seeds kg 100.00
M-163 Selected earth cum 230.00
M-164 Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 22.00
M-165 Sheathing duct metre 430.00
M-166 Shrubs each 11.00
M-167 Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing cum 430.00
M-168 Sodium vapour lamp each 1340.00
M-169 Square Rubble Coursed Stone cum 1025.00
M-170 Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level each 9745.00
M-171 Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level each 13685.00
M-172 Steel drum 300 mm dia 1.2 m high/empty bitumen drum nos 340.00
M-173 Steel helmet and cushion block on top of pile head during driving. kg 75.00
M-174 Steel pipe 25 mm external dia as per IS:1239 metre 130.00
M-175 Steel pipe 50 mm external dia as per IS:1239 metre 340.00
M-176 Steel wire rope 20 mm kg 100.00
M-177 Steel wire rope 40 mm kg 100.00
M-178 Strip seal expansion join metre 11870.00
M-179 Structural Steel tonne 60000.00
M-180 Super plastisizer admixture IS marked as per 9103-1999 kg 90.00
M-181 Synthetic Geogrids as per clause 3102.8 and approved design and specifications. sqm 540.00
M-182 Through and bond stone each 55.00
M-183 Tie rods 20mm diameter nos 405.00
M-184 Tiles size 300 x 300 mm and 25 mm thick each 11.00
M-185 Timber cum 11695.00
M-186 Traffic cones with 150 mm reflective sleeve (Plastic) nos 735.00
M-187 Tube anchorage set complete with bearing plate, permanent wedges etc nos 1695.00
M-188 Unstaked lime tonne 5160.00
M-189 Water KL 90.00
M-190 Water based cement paint litre 55.00
M-191 Welded steel wire fabric kg 70.00

M-192 Wire mesh 50mm x 50mm size of 3mm wire kg 220.00
M-193 Wooden ballies 2" Dia for bracing each 11.00
M-194 Wooden ballies 8" Dia and 9 m long each 22.00
M-195 Wooden packing cum 3060.00
M-196 Wooden staff for fastening of flag 25 mm dia, one m long each 22.00
M-197 Paint (Synthetic Enamel) (Oil Paint for Marking) Ltr. 350.00
M-198 Plastic Waste tonne 25410.00
M-200 Aluminium alloy Kg. 120.00
M-201 Glass Bids Reflector Nos. 22.00
M-202 Form Work (for Shuttering) Sqm 130.00
M-203 Blasting Material Kg 65.00
M-204 Compensation for earth taken from private land Cum 22.00
M-205 Stone for R.R. Masonry Cum 515.00
M-205 Geo grid material sqm 2840.00
M-206 Anti Stripping Agent Kg 165.00
M-207 Empty bags P. Bags 11.00
Overheads for Road Works 10%

Contractors profit for Road Works 10%
for input of Overheads or Contractors profit please type in
Overheads for Bridge Works 10%
collum C as like below
Type symble of apostrope(') then input value then one space
Overheads for Bridge Works (Rehabilitation) 10%
then symble of percentage (%) for example '08 %
Contractors profit for Bridge Works 10%
Lead from Mixing Plant to working site 20 km for Chapter 1 to 5 and 1 Km for other Chapter.
Lead for E/W borow area to site 10 km
Lead for fly ash from source to site 100 km
Summary of Rates calculated and used for analysis of rates of other
Items No. Unit Rate
items
per cm height
Item 8.3 Printing new letter and figures of any shade (ii) English Roman 0.70
per letter
Printing new letter and figures with backgound of any shade over plastic sheet (ii) Hindi /
Item 8.3 .1 sqm 200.00
English / Roman
Item 8.8 Painting Two Coats on New Concrete Surfaces sqm 84.00
Item 8.9 Painting angle iron post two coats sqm 71.00
Item 12.6 (B) Cement mortor 1:2 (Excluding OH & CP) cum 5,363.00
Item 12.6 (A) Cement mortor 1:3 (Excluding OH & CP) cum 4,571.00
Item 12.6 (D) Cement mortor 1:6 (Excluding OH & CP) cum 3,185.00
Item 12.7 (A ) Course Rubble masonary in cement mortor 1:3 (including OH & CP) cum 4,974.00
Item 12.7 (Addl) B) Random Rubble masonary in cement mortor 1:6 (including OH & CP) cum 3,659.00
Item 12.8 (A) PCC Grade M15 including OH & CP for Open Foundation by Mixer cum 4,578.00
PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material &
Item 12.8 (A) cum 3,638.00
Mechinery by Mixer
Item 12.8 (A-1) cum 3,204.36
Mechinery by Batching Plant
Item 12.8 (B) PCC cum 4,008.00
Mechinery by Mixer
RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material &
Item 12.8 (C) cum 4,038.00
Mechinery by Mixer
Item 12.8 (C) RCC RCC Grade M20 including OH & CP for Open Foundation by Batching Plant cum 4,382.00
Item 12.8 (C) cum 3,483.00
Item 12.8 (D) cum 4,329.00
Mechinery by Mixer
Item 12.8 (D) PCC Grade M25 including OH & CP for Open Foundation by Batching Plant cum 4,740.00
Item 12.8 (D) cum 3,776.00
Item 12.8 (E) cum 4,363.00
Mechinery by Mixer
Item 12.8 (E) cum 3,953.00
Item 12.8 (F) cum 4,364.00
Mechinery by Mixer
Item 12.8 (F) cum 3,807.00
Item 12.8 (G) cum 4,382.00
Mechinery by Mixer
Item 12.8 (G) cum 3,828.00
Item 12.8 (H) cum 4,471.00
Mechinery by Mixer
Item 12.8 (H) RCC Grade M35 including OH & CP for Open Foundation by Batching Plant cum 4,190.00
Item 12.8 (H) RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant cum 5,070.00
Item 12.8 (H) cum 4,069.00
PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour,
Item 12.11 (C) i cum 4,405.00
Material & Mechinery by Mixer
Item 12.11 (C) i cum 3,727.00
Material & Mechinery by Batching Plant
Item 12.11 (C) ii cum 4,594.00
Item 12.11 (C) ii cum 3,913.00
Item 12.11 (C) iii cum 4,628.00
Item 12.11 (C) iii cum 3,950.00
Summary of Rates calculated and used for analysis of rates of other
Items No. Unit Rate
items
Item 12.11 (C) iv cum 4,710.00
Item 12.11 (C) iv PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant cum 5,088.00
Item 12.11 (C) iv cum 4,029.00
Items No. Summary of Rates calculated and used for analysis of rates of other items Unit Rate
Item 12.11 (F) iv PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant cum 4,881.00
Item No. 3.13 Excavation for Structures (Manual Means) cum 305.00
Item No. 3.13 Excavation for Structures (Mechenical Meanse) cum 34.00
Item 14.1(A) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum 5,004.00
Item 14.1(B) RCC Grade M30 for super-structure including OH & CP by Batching Plant cum 5,499.00
Item 14.1(E) RCC Grade M40 for super-structure including OH & CP by Batching Plant cum 6,120.49
RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching
Item 14.1(C) cum 4,598.00
Plant
RCC Grade M40 for super-structure excluding formwork and excluding OH & CP by
Item 14.1(C) cum 3,832.00
Batching Plant
Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH &
Item 14.2 A tonne 60,535.00
CP
Item 13.6 Supplying, fitting and placing HYSD including OH & CP for sub-structure tonne 71,986.00
Item 5.17 Fog Seal sqm 34.00

Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than
Item 5.21 Case-I sqm 68.00
6 mm
Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6
Item 5.21 Case-II sqm 81.00
mm to 9 mm
Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9
Item 5.21 Case-IV sqm 108.00
mm and cracked area above 50 %
Item 5.21 Case-IV Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile sqm 693.00
Item 5.15 Case-I Slurry Seal Case-I 5 mm thickness sqm 60.00
Item 5.15 Case-II Slurry Seal Case-II 3 mm thickness sqm 41.00
Item 5.15 Case-III Slurry Seal Case III 1.5 mm thickness sqm 22.00
Item 5.9 Case-I Surface Dressing Case-I 19 mm nominal chipping size sqm 88.00
Item 5.9 Case-II Surface Dressing Case-II 13 mm nominal size chipping sqm 72.00
Item 8.3a Cement mortor 1:4 sqm 96.00
Item 8.3a Cement mortor 1:4 Cum 3,589.00

CHAPTER : R-1
PART - "A" ROAD MATERIAL AND THEIR CARRIAGE
LEAD CHART
NOTE: Part of Km beyond 1Km will be treated as under :
1.499=1.00 Km; 1.500 Km = 2.00 Km.
S. No. Description Unit Rates

Up to Add for For 500 for 1 Add for For 5 Add for For 10 Add for For 20 Add for
50 M each 50 M Km each 1 Km each Km each 1 Km each 1
M (up Km 1Km Km Km
to 500 beyond beyond beyond beyond
M) 1 Km 5 Km 11 Km 20 Km
up to 5 up to up to 20
Km 10 Km Km
1.1 Carriage of Earth, Sand, Lime, Cum 26.00 3.50 59.00 95.00 5.00 114.00 3.50 132.00 3.50 168.00 3.50
Morrum, Manure or Sludge etc.
including loading and
unloading complete with a lead
of
1.2 Carriage of Building Rubbish Cum 29.00 5.00 72.00 120.00 5.00 139.00 3.50 157.00 3.50 193.00 3.50
Stone Metal, Grit and Ballast
etc. including loading and
unloading complete with a lead
of
1.3 Stone for masonry work and Cum 30.00 5.00 73.00 121.00 7.00 150.00 5.00 174.00 5.00 222.00 3.50
soiling
1.4 Excavated work Cum 35.00 7.00 100.00 172.00 7.00 200.00 5.00 224.00 5.00 272.00 3.50
1.5 Bricks 1000 55.00 11.00 152.00 260.00 11.00 304.00 11.00 358.00 9.50 454.00 7.00
Nos.
1.6 Brick Tiles 1000 44.00 8.50 120.00 204.00 9.50 242.00 9.50 290.00 8.50 374.00 5.00
Nos.
1.7 Cement, Stone Blocks, Pipes MT 35.00 2.50 56.00 80.00 3.50 95.00 3.50 113.00 3.50 149.00 2.50
and other heavy materials
1.8 Steal, Tar, Bitumen and Steam MT 41.00 3.50 73.00 109.00 5.00 128.00 5.00 152.00 3.50 188.00 2.50
Coal
1.9 Empty Bitumen Drums 10 16.00 2.50 37.00 61.00 1.00 66.00 2.50 78.00 1.00 90.00 1.00
Nos.
1.10 Carriage with care Precast cement concrete blocks like Dand & kerbs etc. weighting
1.10.1 Up to 50 Kg. Each - - - 6.00 0.50 8.50 0.50 11.50 0.50 16.00 0.50
1.10.2 51 to 70 Kg. Each - - - 8.50 1.00 12.00 0.50 15.00 0.50 20.00 0.50
1.10.3 71 to 100 Kg. Each - - - 9.50 1.00 14.50 0.50 17.50 0.50 22.00 0.50
1.11 RCC Hume Pipe with Collar 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.11.1 Dia 300 mm Meter - - 24.00 29.00 1.00 34.00 0.50 37.00 0.50 41.00 0.50
1.11.2 Dia 600 mm Meter - - 64.00 67.00 1.00 72.00 1.00 78.00 1.00 90.00 1.00
1.11.3 Dia 900 mm Meter - - 160.00 169.00 3.50 184.00 2.50 196.00 2.50 220.00 1.00
1.11.4 Dia 1200 mm Meter - - 198.00 220.00 3.50 234.00 3.50 252.00 2.50 276.00 1.00
(1)
CHAPTER : R-1
PART - "B" ROAD MATERIALS & THEIR CARRIAGE
Rate (Rs.)
Item No. Item Description Unit
2024
PART - A CARRIAGE OF MATERIALS
1.12 Carriage of Bitumen mixed material from Hot Mix Plant in
Tipper to Paver Finisher
1.12.1 For the first km. (rate is included in the respective item).
1.12.2 Add for each subsequent Km. Lead

1.12.2.1 2nd Km. Up to 10 Km. Cum/KM. 5.60
1.12.2.2 11th Km. Up to 20 Km Cum/KM. 4.80
1.12.2.3 Beyond 20 Km Cum/KM. 4.30
1.13 Loading in or unloading cement of the railway wagons at M.T. 49.00
siding and carrying the same from or into godowns
adjacent to the siding including stacking the same properly
in rows up to any height as per direction of Engineer in-
charge sweeping the wagons and screening the swept
cement and filling in bags complete
1.14 Loading in or unloading from the railway wagons and

stacking as per the direction of Engineer in-charge
1.14.1 Steel M.T. 62.00
1.14.2 G.I., C.I., R.C.C. or C.C. Pipes Up to 500 mm Dia and M.T. 49.00
similar heavy materials
1.14.3 Full bitumen drums Each 8.60
1.14.4 Heavy materials where each piece or bundle, crate or case M.T. 75.00
weight more than 1 tonne and R.C.C., C.I. And concrete
pipes above 500 mm dia.
1.15 Collection of graded broken hard stone aggregates free
from katcha stuff, deleterious and organic matters as per
IRC/MORTH specifications including stacking as per the
standard specifications of sizes:
1.15.1 63mm to 45mm hand broken Cum 287.00
1.15.2 53mm to 22.4mm hand broken Cum 307.00
1.15.3 63mm to 45mm crusher broken Cum 717.00
115.4 53mm to 22.4mm crusher broken Cum 841.00
1.15.5 13.2mm/11.2mm crusher broken Cum 841.00
1.15.6 6.7mm crusher broken Cum 615.00
1.16 Collection of graded gravel/unscreened kankar for granular Cum 410.00
sub base (PI less than 6) grading as per MORTH
specifications table 400-1, 400-2 with CBR value not less
than 30
1.17 Collection of quarry rubbish (P.I. less than 6) grading as Cum 328.00
per MORTH specifications table 400-1 including stacking
as per the standard specifications
1.18 Collection of Coarse, Clean sharp river sand (Bajri) Cum 717.00
passing IS sieve 2.36mm and retained on 180 micron sieve
(Mashi, Banas ) including stacking as per the standard
specifications :
1.19 Collection of crusher dust Cum 328.00
(2)
CHAPTER : R-2
SITE CLEARANCE & DISMANTLING
Item No. Item Description Unit Rate (Rs.)
2024
2.1 Cutting of trees, including cutting of trunks, branches and
removal of stumps, roots stacking of serviceable material
with all lifts and up to a lead of 1000 m and earth filling in
the depression/ pit as per MoRTH specification clause 201.
2.1.1 Girth from 300 mm to 600 mm Each 253.00

2.1.4 Girth above 1800 mm Each 1681.00
2.2 Clearing grass and removal of rubbish maximum 150mm Hectare 19044.00
thickness & dispose off up to a distance of 100 Meter
outside the periphery of the area by manual means.
Note : where only grass is met with , the area clear shall be
measured & paid for under this item (MoRTH
clause 201 )
2.3 Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth
up to 300 mm, removal of stumps of trees cut earlier and
disposal of unserviceable materials and stacking of
serviceable material up to a lead of 1000m including
removal and disposal of top organic soil not exceeding in
150 mm thickness as per MoRTH specification clause 201
2.3.1 By Manual Means.

2.3.1.1 In area of light jungle Hectare 57423.00
2.3.1.2 In area of thorny jungle Hectare 76750.00
2.3.2 By mechanical Means.
2.3.2.1 In area of light jungle Hectare 33426.00
2.3.2.2 In area of thorny jungle Hectare 40647.00
2.4 Dismantling up to 1.5m in foundation and/or 1.5m above
ground level including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of
unserviceable material, and stacking serviceable material
with in a lead of 1000m. [MoRTH Specification clause 202]
2.4.1 Concrete
2.4.1.1 By Manual Means.
2.4.1.1.1 Lime concrete, cement concrete grade M-10 and below Cum 361.00
2.4.1.1.2 Cement concrete grade M-15 & M-20. Cum 437.00
2.4.1.1.3 Pre-stressed/ reinforced cement concrete grade M-20 & Cum 1230.00
above
2.4.1.2 By mechanical Means
2.4.1.2.1 Cement concrete grade M-15 & M-20 Cum 400.00
2.4.1.2.2 Pre-stressed/ reinforced cement concrete grade M-20 & Cum 727.00
above
2.4.2 Brick/ tile work
2.4.2.1 In lime mortar Cum 209.00
2.4.2.2 In cement mortar Cum 285.00
2.4.2.3 In mud mortar Cum 178.00
2.4.3 Stone masonry
2.4.3.1 Rubble stone masonry in lime mortar Cum 239.00
(3)
2024
2.4.3.2 Rubble stone masonry in cement mortar Cum 285.00
2.4.3.3 Rubble stone masonry in mud mortar Cum 209.00
2.4.3.4 Dry rubble masonry Cum 193.00
2.4.4 Stone pitching/ dry stone spells. Cum 178.00
2.4.5 Dry brick pitching or brick soling Cum 163.00
2.4.6 Wood work wrought framed and fixed in frames of Trusses Cum 586.00
up to a height of 5 m above plinth level.
2.4.7 Steel work in all types of sections up to a height of 5 m
above plinth level excluding cutting of rivet.
2.4.7.1 Including dismembering Tonne 1567.00
2.4.7.2 Excluding dismembering Tonne 1154.00
2.4.7.3 Extra over item No. 4.7.1 and 4.7.2 for cutting rivets Each 11.00
2.4.8 Scraping of bricks dismantled from brick work including
stacking.
2.4.8.1 In lime / cement mortar 1000 Nos. 1329.00
2.4.8.2 In mud mortar 1000 Nos. 473.00
2.4.9 Scraping of stone from dismantled stone masonry
2.4.9.1 In lime / cement mortar Cum 531.00
2.4.9.2 In mud mortar Cum 113.00
2.4.10 Scraping plaster in lime or cement mortar from Brick/ stone Sqm 15.50
masonry.
2.4.11 Removing all types of Hume pipes and stacking within a
lead of 1000 Meters including earthwork and dismantling of
masonry works.
2.4.11.1 Up to 600 mm Dia Meter 198.00
2.4.11.2 Above 600 mm to 900 mm Dia Meter 266.00
2.4.11.3 Above 900 mm Meter 456.00
2.5 Dismantling of flexible pavements and disposal of
dismantled materials up to a lead of 1000 meters, stacking
serviceable and unserviceable materials separately as per
MoRTH specification clause 202.
2.5.1 By Manual Means :
2.5.1.1 Bituminous courses Cum 671.00
2.5.1.2 Granular courses Cum 467.00
2.5.2 By Mechanical Means :
2.5.2.1 Bituminous courses Cum 217.00
2.5.2.2 Granular courses Cum 186.00
2.6 Dismantling of cement concrete pavement of any grade by Cum 1092.00
mechanical means using pneumatic tools, breaking to
pieces not exceeding 0.02 cum in volume and stock piling
at designated locations and disposal of dismantled
materials up to a lead of 1000 meters, stacking serviceable
and unserviceable materials separately as per MoRTH
specification clause 202.
2.7 Dismantling guard rails by manual means and disposal of Meter 70.00
dismantled material with all lifts and up to a lead of 1000
meters, stacking serviceable materials and unserviceable
materials separately as per MoRTH specification clause
202.
2.8 Dismantling kerb stone by manual means and disposal of Meter 11.00
dismantled material with all lift and up to a lead of 1000
meter as per MoRTH specification clause 202.
2.9 Dismantling Kerb stone channel by manual means and Meter 17.00
disposal of dismantled material with all lifts and up to a lead
of 1000 meter as per MoRTH specification clause 202.
(4)
2024
2.10 Dismantling of Kilometer stone including cutting of earth,
foundation and disposal of dismantled material with all lifts
and lead up to 1000 m and back filling of pit as per MoRTH
2.10.1 5th Km stone Each 370.00
2.10.2 Ordinary Km Stone Each 217.00
2.10.3 Hectometer stone Each 42.00
2.11 Dismantling of barbed wire fencing/ wire mesh fencing Meter 53.00
including posts, foundation concrete, back filling of pit by
manual means including disposal of dismantled material
with all lifts and up to a lead of 1000 meters, stacking
serviceable material and unserviceable material separately
as per MoRTH specification clause 202.
2.12 Dismantling of CI water pipe line upto 600 mm Dia Meter 117.00
including disposal with all lift and lead up to 1000 meters
and stacking of serviceable material and unserviceable
material separately under supervision of concerned
department but excluding earth excavation and dismantling
of masonry works as per MoRTH specification clause 202.
2.13 Removal of cement concrete pipe of sewer gutter upto Meter 138.00
1500 mm Dia under the supervision of concerned
department including disposal with all lifts and up to a lead
of 1000 meters and stacking of serviceable and
unserviceable material separately but excluding earth
excavation and dismantling of masonry works as per
2.14 Removal of telephone / electric poles including excavation P.Pole 176.00
and dismantling of foundation concrete and lines under the
supervision of concerned department, disposal with all lifts
and up to a lead of 1000 meters and stacking the
serviceable and unserviceable material separately.
2.15 Scarifying the existing granular road surface to a depth of Sqm 20.00
50 mm by manual means and disposal of scarified material
within all lifts and leads up to 1000 meters as per MoRTH
specification Clause No. 305.4.3.
2.16 Scarifying the existing bituminous road surface to a depth Sqm 7.00
of 50 mm by mechanical means and disposal of scarified
material within all lifts and lead up to 1000 meters as per
MoRTH specification Clause No. 305.4.3.
2.17 Cleaning the existing WBM/WMM surface including Sqm 5.50
removing of binding material and other foreign matter with
wire brushes, small picks, sweeping with brooms and soft
brushes, finally dusting with old gunny bags and
compressed air to receive bituminous treatment [MoRTH
Specification : Clause 501 to 503 &112
2.18 Cleaning of the existing black topped surfaces with Sqm 2.75
brooms/soft brushes finally dusting with old gunny bags and
compressed air to receive bituminous treatment [MoRTH
Specification 501 to 503 & 112]
2.19 Construction of temporary diversion during work of Mtr 5477.00
construction of project highway ( wherever NH traffic
cannot be passsed on part width of the existing
carriegeway ) as per specification of MoRTH Cl. 112.3
(5)
CHAPTER : R-3
EARTH WORK, EROSION CONTROL AND DRAINAGE
FOR ROADS
Item Description Rate (Rs.)

Item No. Unit
2024
3.1 Earth work in excavation, including stacking/disposal of
surplus material with all lifts and lead up to 50 meters,
exclusive of compensation of earth [MoRTH specification :
Clause 301 to 305]
3.1.1 In ordinary Soil
3.1.1.1 Kassi work, undressed, involving an average horizontal Cum 65.00
throw up to 2 meters and an average vertical lift up to 0.50
meter including breaking of clods.
3.1.1.2 Manually, with lift up to 0.5m, combined lead up to 50 Cum 86.00
meters including breaking of clods.
3.1.1.3 Mechanically by power shovel, including mechanical Cum 83.00
loading and carriage up to 50m.
3.1.2 In Hard Soil
3.1.2.1 Pick Axe work Cum 128.00
3.1.2.2 When excavation and loading is done mechanically using Cum 89.00
Bull Dozer, Front-end loader and carriage is done up to 1
Km. by tipper/dumper (6T capacity).
3.1.3 Blasting including Blasting materials.
3.1.3.1 Soft Rock with lead up to 50m. And lift up to 0.5m. Cum 369.00
3.1.3.2 Hard rock with lead up to 50m,and lift up to 0.5m Cum 480.00
3.1.4 Chiseling/wedging out rock where blasting is prohibited.
3.1.4.1 Soft Rock with lead up to 50 m. and lift up to 0.5 m. Cum 930.00
3.1.4.2 Hard Rock with lead up to 50m.and lift up to 0.5m. Cum 1348.00
3.1.5 In Soil unsuitable for road construction such as marshy Cum 102.00
soil including pumping out water, removal of the same and
disposal within a lead up to 50m.and lift up to 0.5m.
3.2 Extra for Additional lead

0 As per carriage chapter R-1
3.3 Dressing of earth work including cutting and filling up to Cum 30.00
15cm [MoRTH Specification Clause 301 to 305]
3.4 Box cutting/Trenching the Sub Grade to proper slope, 100Sqm 59.00
camber and removing inequalities including removing
deleterious stuff and depositing on the road side slopes
(cutting of earth shall be paid separately in the respective
item on the basis of classification of the excavation done
by the Engineer (MoRTH specification clause 301 to 305)
3.5 Compaction of original ground with maximum of six 100 Sqm 293.00
passes of 8-10 tonnes power roller including filling
depression occurring during rolling [MoRTH Specification :
Clause 305.3.4]
3.6 Extra for laying earth as per specification for compaction
in 200 mm thick loose layers and dressing [MoRTH
Specification Clause 305.3.5].
3.6.1 BY MANUAL MEANS : When Laying of earth in layers is Cum 8.00
done simultaneously with excavation of earth work with all
lead and lift but excluding rolling and watering
(6)
Item No. Unit
2024
3.6.2 BY MANUAL MEANS: When laying of earth in layers is Cum 30.00
done from stockpiles including breaking of clods and
dressing with all lead and lift but excluding rolling and
watering.
3.6.3 BY MECHANICAL MEANS, using Motor Grader, from Cum 23.00
earth in stock piles with all lead and lift but excluding
rolling and watering.
3.7 Extra for watering the earth to bring the earth up to Cum 15.00
required O.M.C excluding rolling
3.8 Extra for rolling to specification with the use of Vibratory Cum 27.00
roller when earth is at suitable moisture content with
desired field density not less than 95% of maximum dry
density (Modified Heavy Proctor test), excluding watering.
3.9 Extra for rolling to specification with the use of Vibratory Cum 35.00
roller when earth is at suitable moisture content with
desired field density not less than 100% of maximum dry
density (Modified Heavy Proctor test).excluding watering.
3.10 Extra for rolling to specification with Power Roller, 8-10 Cum 14.90
tonne when earth is at suitable moisture content with dry
field density not less than 95 % of maximum dry density
(Ordinary Procter test).excluding watering.
3.11 Extra for rolling to specification with Power Roller, 8-10 Cum 16.00
tonne when earth is at suitable moisture content with dry
field density not less than 100 % of maximum dry density
(Ordinary Procter test).excluding watering.
3.12 Earthwork in excavation in foundation trenches etc. not
exceeding 2 meters depth including dressing of bottom
and sides of trenches, stacking the excavated soil 3m.
Clear from the edge of excavation and subsequent filling
around Hume pipes/masonry in 15cm. Layers with
compaction including disposal of all surplus soil, as
directed within a lead of 1000 meters.[MoRTH
Specification : Clause 301,304].
3.12.1 Ordinary Soil Cum 171.00
3.12.2 Hard Soil (pick Axe work) Cum 241.00
3.12.3 Blasting work
3.12.3.1 Soft Rock Cum 413.00
3.12.3.2 Hard Rock Cum 520.00
3.12.4 Chiseling/Wedging out rock where blasting is prohibited.
3.12.4.1 Soft Rock Cum 786.00

3.12.4.2 Hard Rock Cum 1255.00
3.13 Earth filling with surplus soil excavated from foundation
and taken only from outside of building plinth in 15cm
compacted layers, including ramming watering and
consolidation, lead up to 30 meters [MoRTH Specification
: Clause 301,304].
(7)
Item No. Unit
2024
3.14 Earth work in excavation in foundation trenches etc. .in
drains and channels etc. not exceeding 2m.depth,
including dressing of bottom and sides of trenches,
stacking the excavated soil 3m Clear from the edge of
excavation including disposal of surplus soil as directed
within a lead of 1000 meters [MoRTH Specification :
Clause 301,304]
3.14.3 Blasting work
3.14.3.1 Soft Rock Cum 331.00
3.14.3.2 Hard Rock Cum 440.00
3.14.4 Chiseling/Wedging out of rock (where blasting of
prohibited).
3.14.4.1 Soft Rock Cum 786.00
3.14.4.2 Hard Rock Cum 1255.00
3.15 Construction of embankment with approved material Cum 278.00
obtained from borrow pits with all lifts and leads,
transporting to site, spreading, grading to required slope
and compacting by vibratory roller 8-10 Tonne to meet
requirement of Table 300-2 including cost of
compensation for earth taken from private land with ALL
lead As per MoRTH specification Clause No. 305.
3.16 Construction of embankment with approved materials Cum 145.00

deposited at site from roadway cutting and excavation
from drain and foundation of other structures graded and
compacted by vibratory roller 8-10 Tonne to meet
requirement of Table 300-2 as per MoRTH specification
Clause No. 305.
3.17 Construction of sub grade and earthen shoulders with Cum 259.00
approved material obtained from borrow pits with all lifts
and leads, transporting to site, spreading, grading to
require slope and compacted by vibratory roller 8-10
Tonne to meet requirement of Table 300-2 as per MoRTH
specification Clause No. 305.
3.18 Loosening of the ground up to a level of 500 mm below Cum 62.00
the sub grade level, watered, graded and compacted in
layers by vibratory roller 8-10 Tonne to meet requirement
of Table 300-2 for sub grade construction as per MoRTH
specification Clause No. 305.3.4.
3.19 Loosening, leveling and Compacting original ground Cum 35.00
supporting embankment to facilitate placement of first
layer of embankment, scarified to a depth of 150 mm,
mixed with water at OMC and then compacted by
vibratory roller 8-10 Tonne to achieve minimum dry
density as given in Table 300-2 for embankment
construction as per MoRTH specification Clause No.
305.3.4.
3.20 Stripping, storing of top soil by road side at 15 m internal Cum 138.00
and reapplication on embankment slopes, cut slopes and
other areas in localities where the available embankment
material is not conducive to plant growth as per MoRTH
specifications Clause No. 305.
3.21 Silt clearance of drains, channels and canals with lift 1.5 Cum 55.00
Meter. And lead up to 50 Meter.
(8)
Item No. Unit
2024
3.22 Filling of available excavated earth (excluding rock) in Cum 25.00
trenches, plinth sides of foundation etc. in layers not
exceeding 20 cm depth consolidating each deposited
layer by ramming and watering including lead up to 50
Meter. And lift up to 1.5 Meter.
3.23 Earth work in cutting with lead up to 50 Meter. And lift up
to 1.50 Meter. including finishing of formation to required
camber and grade disposed soil to be leveled and
dressed in
3.23.1 Blown Sand Cum 31.00
3.23.3 Clayey Soil Cum 46.00
3.24 Furnishing and laying of the live sods of perennial turf Sqm 32.00
forming grass on embankment slope, verges or other
locations shown on the drawing or as directed by the
engineer including preparation of ground, fetching of sods
and watering.
3.25 Preparation of seed bed on previously laid top soil, Sqm 152.00
furnishing and placing of seeds, fertilizer, mulching
material, applying bituminous emulsion at the rate of 0.23
litres per sqm and laying and fixing jute netting, including
watering for 3 months all as per clause 308.
3.26 Construction of unlined surface drains of average cross
sectional area 0.40 sqm in soil to specified lines, grades,
levels and dimensions to the requirement of clause 301
and 309. Excavated material to be used in embankment
within a lead of 50 metres (average lead 25 metres)
3.26.1 Mechanical means RM 50.00

3.26.2 Manual means RM 75.00
3.27 Construction of unlined surface drain of average cross
sectional area 0.4 sqm in ordinary rock to specified lines,
grades, levels and dimensions as per approved design
and to the requirement of clause 301 to 309. Excavated
material to be used in embankment at site.
3.27.1 Mechanical means RM 101.00
3.27.2 Manual means RM 113.00
3.28 Construction of subsurface drain with perforated pipe of RM 617.00
100 mm internal diameter of metal/ asbestos cement/
cement concrete/PVC, closely jointed, perforations
ranging from 3 mm to 6 mm depending upon size of
material surrounding the pipe, with 150 mm bedding
below the pipe and 300 mm cushion above the pipe, cross
section of excavation 450 x 550 mm. Excavated material
to be utilised in roadway at site.
3.29 Construction of aggregate sub surface drain 300 mm x RM 137.00

450 mm with aggregates conforming to table 300-4,
excavated material to be utilised in roadway.
3.30 Construction of an underground drain 1 m x 1 m (inside RM 2220.00
dimensions) lined with RCC-20 cm thick and covered with
RCC slab10 cm in thickness on urban roads.
(9)
Item No. Unit
2024
3.31 Preparation and surface treatment of formation by Sqm 1.70
removing mud and slurry, watering to the extent needed to
maintain the desired moisture content, trimming to the
required line, grade, profile and rolling with 8-10 tonne
smooth wheeled roller, complete as per clause 310.
(10)
CHAPTER : R-4
SUB-BASES, BASES (NON- BITUMINOUS) AND
SHOULDERS
Item No. Item Description Rate (Rs.)
Unit
2024
4.1 Providing laying, spreading and compacting inverted choke Cum 695.00
of specified graded aggregate in sub base course in
uniform layer on a prepared base with motor grader and
compacting with power roller etc.(by mechanical
means).[MoRTH Specification : Clause 404.3.2.]
4.2 Providing and laying granular sub-base material having P.I.
not more than 6 including spreading in layers not exceeding
150 mm compacted thickness and consolidation by 8-10
tonne power roller to required camber and grade including
cost of water and hire charges of machinery including T&P
with all lead (Compacted thickness to be measured).as
per MoRTH specification table 400-1, 400-2,
4.2.1 For Grading I Material Cum 828.00

4.2.2 For Grading II Material Cum 811.00
4.2.3 For Grading III Material Cum 806.00
4.2.4 For Grading IV Material Cum 806.00
4.2.5 For Grading V Material Cum 828.00
4.2.6 For Grading VI Material Cum 811.00
4.3 Providing laying spreading and compacting specified
graded sand, gravel (crushed stone) as per Table 400-
1,400-2 or any other course material as per design mix, as
per CBR in sub base course including premixing the
material at OMC in wet mix plant, carriage of mixed
material spreading in uniform layers with motor grader F.E
loader on a prepared base and compacting with vibratory
roller to achieve desired density (as per I.S.2720) including
all material, labor, machinery, lighting guarding, barricading
and maintenance of diversion complete.[MoRTH
specification : Clause 401]. By mechanical means with all
lead
4.4 Construction of granular sub-base by providing coarse
graded material, spreading in uniform layers with motor
grader on prepared surface, mixing by mix in place method
with rotavator at OMC, and compacting with vibratory roller
to achieve the desired density, complete as per clause
401.By mechanical means with all lead
(11)
Unit
2024
4.5 Laying and spreading available soil in the sub grade on a
prepared surface, pulverizing (table 400-3), mixing the
spreaded soil in place with rotavator with slacked lime (
having minimum content of 70% of CaO ) as per mix
design , grading with motor grader and compacting with the
vibratory roller 8-10 tonne at OMC to the desired density to
form a layer of improved sub grade of CBR more than 30%
complete as per MoRTH specification Cl. 402.
4.5.1 By Mechanical Means Cum 450.00

4.5.2 By Manual Means Cum 484.00
4.6 Providing, Laying and spreading soil on a prepared sub
grade, pulverizing (table 400-3), mixing the spreaded soil in
place with rotavator with slacked lime ( having minimum
content of 70% of CaO) as per mix design , grading with
motor grader and compacting with the vibratory roller 8-10
tonne at OMC to achieve at least 98% of the maximum dry
density to form a layer of sub base of UCS value as per mix
design complete as per MoRTH specifications Cl. 402.
4.6.1 Lime Treated Soil for Sub- Base (lower Sub-base ) Cum 567.00
4.6.2 Providing, Laying and spreading soil on a prepared sub Cum 853.00
grade, pulverizing (table 400-7), mixing the spreaded soil in
place with rotavator with cement as per mix design ,
grading with motor grader and compacting with the
vibratory roller 8-10 tonne at OMC to achieve at least 98%
of the maximum dry density to form a layer of sub base of
UCS value as per mix design complete as per MoRTH
specifications Cl. 403.
4.7 Providing, laying, spreading and compacting stone
aggregate having physical requirement as per table 400-8
and of specific sizes as per table 400-9 to Water Bound
Macadam specification including spreading in uniform
thickness, hand packing rolling with vibratory roller in
stages to proper grade and camber, applying and brooming
requisite type of screening and binding materials to fill up
the interstices of coarse aggregates watering (with water
browser) and rolling, making necessary earthen bund to
protect edges, lighting, guarding, barricading and
maintenance of diversion etc. [MoRTH specification :
Clause 404 & 112] (by mechanical means).
4.7.1 Grading I, 63 mm to 45 mm @ 0.91 cum per 10 Sqm for Cum 1292.00

compacted thickness of 75 mm. (Crusher broken) Stone
screening type 'A'
4.7.2 Grading II, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for Cum 1300.00
compacted thickness of 75 mm. (Crusher broken) Stone
screening type 'B'
(12)
Unit
2024
4.8 Providing, laying, spreading and compacting stone Cum 1707.00
aggregate for Wet Mix Macadam (as per table 400-12 and
400-13) specification including premixing the material with
water to OMC in wet mix plant as per approved design mix,
carriage of mixed material by Tipper to site, laying in
uniform layers with motor grader/Front end Loader/paver
finisher, in sub base/ base course on a well prepared under
base and compacting with vibratory roller to achieve the
desired density including lighting, guarding, barricading and
maintenance of diversion etc. (MoRTH specification :
Clause 406 & Clause 112) by mechanical means with all
lead .
4.9 Construction of Median and Island above road level with Cum 170.00
approved material (deposited at site from roadway cutting
and excavation for drain and foundation of other
structures), spreaded, graded and compacted as per
4.10 Construction of median and Island above road level with Cum 287.00
approved material brought from borrow pits, spreaded,
sloped and compacted as per MoRTH specification Clause
408.
4.11 Construction of footpath/ separator by providing a 150 mm Sqm 485.00
compacted granular sub- base as per Clause 401 and 25
mm thick cement concrete grade M-15, over laid with
precast concrete tiles 300x300x25 mm in cement mortar
1:3 including provision of all drainage
CRUSHER RUN MACADAM
4.12 Providing , laying, spreading & compacting (table 400-14 &
400-15 ) crushed stone aggregate, depositing on a
prepared surface by hauling vehicles, spreading and mixing
with a motor grader, watering and compacting with a
vibratory roller 8-10 tonne to form a layer of sub-base/ base
as per MoRTH specifications Clause 407. By Mix in place
method.
4.12.1 For 53 mm maximum size Cum 1453.00
4.12.2 For 37.5 mm maximum size Cum 1434.00
4.13 Providing, laying and spreading Material on a prepared sub
grade, adding the designed quantity of cement to the
spread Material, mixing in place with rotavator, grading with
the motor grader and compacting with the road roller at
OMC to achieve the desired unconfined compressive
strength and to form a layer of sub-base/base.
4.13.1 For Sub-Base course Cum 1324.00

4.13.2 For Base course Cum 1647.00
(13)
CHAPTER : R-5
BASES AND SURFACE COURSES (BITUMINOUS)
Unit
2024
5.1 Providing and applying primer coat over prepared surface Sqm 33.00
or granular base with bitumen emulsion SS-1 as per IS:
8887 & manufacturer’s specifications @ 6 kg /10 Sqm with
a self propelled or towed bitumen pressure sprayer
equipped for spraying the material uniformly at specified
rates and temperatures as per MoRTH specification CI 502
& 112 (Including cleaning of road surface )
5.1.1 Add extra to item No. 5.1 for 1 Kg / 10 Sqm emulsion Sqm 4.40
5.2 Providing and applying tack coat on the prepared surface, Sqm 10.00
with bitumen emulsion RS-1 as per IS : 8887 &
manufacturer’s specifications @ 2 kg /10sqm. With a self
propelled or towed bitumen pressure sprayer equipped for
spraying the material uniformly at specified rates and
temperatures as per MoRTH specification Clause 503 &
112 ( Including cleaning of bituminous road surface )
5.2.1 Add extra to item No. 5.2 for 1Kg / 10 Sqm emulsion Sqm 3.20
5.3 Providing and laying bituminous macadam on prepared
surface with specified graded crushed aggregate as per
table 500-6 & 500-7, grading-1for base / binder course
including loading of aggregates with Front end loader and
heating and mixing of stone aggregate and bitumen
(including cost of anti-stripping compound wherever
required) in hot mix plant transporting the mixed material in
tipper and laying mixed material with sensor paver finisher
to the required level and grade rolling by power roller &
vibratory compactor to achieve the desired density
(approved by the department )excluding cost of primer/tack
coat [MoRTH Specification : Clause 504 & 112] with all
lead .
5.3.1 Grading I (40 mm nominal size) - Bitumen @ 3.30 % of mix Cum 5946.00
using VG 30 ( thickness 80 - 100mm )
5.3.2 Grading II (19 mm nominal size) - Bitumen @ 3.40 % of Cum 6036.00
mix using VG 30 ( thickness 50 - 75mm )
5.4 Providing and laying Dense Bituminous Macadam on
prepared surface with specified graded crushed aggregates
as per table 500-8 & 500-10 and design mix for base/binder
course including loading of material with Front end loader,
heating of binder (including cost of anti-stripping compound
wherever required) aggregate and filler as per table 500-9,
in hot mix plant More than 60-90 TPH, transporting the
mixed material by tippers and laying with sensor paver
finisher as per clause 505.3.5 to the required level and
grade rolling by self propelled power rollers and vibratory
rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to
achieve the desired density (approved by the department)
but excluding cost of primer/tack coat. [MoRTH
Specification : Clause 505 & 112] with all leads
(14)
Unit
2024
5.4.1 Grading I (37.50 mm nominal size) - Bitumen @ minimum Cum 7691.00
4% of mix using VG 30 ( thickness 75 - 100 mm )
5.4.2 Grading II (26.5mm nominal size) - Bitumen @ minimum Cum 7768.00

4.5% of mix using VG 30 ( thickness 50 - 75 mm )
5.4.3 Grading I (37.50 mm nominal size) - Bitumen @ minimum Cum 7768.00

4% of mix using VG 40 ( thickness 75 - 100 mm )
5.4.4 Grading II (26.5mm nominal size) - Bitumen @ minimum Cum 7871.00

4.5% of mix using VG 40 ( thickness 50 - 75 mm )
5.5 Extra labour for pre-coating crushed stone chipping in Cum 463.00
H.M.P. 6-10 TPH with bitumen (0.75%to 1%) including
heating and mixing the material and handling the mixed
material within in a lead of 30 meters. By Mechanical
means [MoRTH Specifications: Clause 510 & 112].
5.6 Providing and laying bituminous concrete as per design mix
on prepared surface with specified graded stone as per
table 500-16 & 500-17 for wearing course including loading
of aggregate with Front end loader and hot mixing of binder
(including cost of anti-stripping compound, wherever
required) and filler as per table 500-9 with aggregates in hot
mix plant More than 60-90 TPH Transporting the mix
material with tipper and laying with sensor paver finisher
(as per clause 507.3.5) to the required level , grades and
rolling with vibratory compactor and pneumatic tyred roller
150-250 KN,TP=0.7 Mpa, to achieve the desired density
(approved by the department) excluding cost of primer/tack
coat (MoRTH Specification : Clause -507 & 112) with all
lead.
5.6.1 Grading I (19 mm nominal size) - Bitumen @ minimum

5.20% of mix & thickness 50 mm
5.6.1.1 VG 30 Grade Cum 8752.00
5.6.1.2 VG 40 Grade Cum 8911.00
5.6.1.3 CRMB-60 Grade Cum 9139.00
5.6.1.4 PMB - 40 Grade Cum 9404.00
5.6.2 Grading II (13.20 mm nominal size) - Bitumen @ minimum
5.40% of mix & thickness 30 - 40 mm
5.6.2.1 VG 30 Grade Cum 8971.00
5.6.2.2 VG 40 Grade Cum 9136.00
5.6.2.3 CRMB-60 Grade Cum 9373.00
5.6.2.4 PMB - 40 Grade Cum 9648.00
5.7 Providing and laying surface dressing as wearing course
consisting of a layer of bituminous binder of VG-30 grade
as per Table 500-20,500-21 (Including cost of anti-stripping
compound, wherever required) laid on the prepared
surface, followed by a cover of crushed stone chipping of
specified size (may be pre-coated also) & rolling with power
roller 8-10 T [MoRTH Specification : Clause 509 & 112]
5.7.1 19 mm nominal chipping size @ 0.015 cum per Sqm & Sqm 80.00
Bitumen @ 1.2 Kg per Sqm
(15)
Unit
2024
5.8 Providing and laying open graded premix carpet 20mm
thick (compacted) on prepared surface in a single course
as wearing course composed of specified graded crushed
aggregates as per Table 500-23, heating bituminous binder
@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot
Mix Plant (including cost of anti-stripping compound ,
wherever required), transporting the mixed material with
tipper and laying with paver finisher to the required level
and grade, rolling with power roller, 8-10 tonne but
excluding cost of tack and seal coat with all lead .[MoRTH
Specification : Clause 510 & 112]
5.8.1.1 In Hot Mix Plant 40-60 TPH, including loading of Sqm 119.00
aggregates with Front end loader bitumen VG 30
5.8.1.2 In Hot Mix Plant 40-60 TPH, including loading of Sqm. 125.00
aggregates with Front end loader bitumen crumb rubber
modified bitumen- CRMB 60
5.8.2.1 In mini Hot Mix Plant 6-10 TPH bitumen VG 30 Sqm 113.00
5.8.2.2 In mini Hot Mix Plant 6-10 TPH crumb rubber modified Sqm. 119.00
bitumen- CRMB 60
5.9 Providing and laying20mm thick Mix Seal Surfacing on a
prepared surface in a single course composed of specified
graded crushed aggregates as per table (500-19) premixed
with bituminous binder (including cost of anti-stripping
compound , wherever required) with lead of mixed material
up to 1 Km. [MoRTH Specification: Clause 508 & 112) In a
hot mix plant 40-60 TPH with Front end loader, laying with
paver finisher transporting the mixed material up to lead of
20 km by tipper and rolling with power roller 8-10 tonne to
achieve density approved by the department with all lead ,
but excluding cost of tack coat.
5.9.1 Type "A" (22 Kg. binder per 10 Sqm) bitumen VG 30 Sqm 156.00
5.9.2 Type "A" (22 Kg. Binder per 10 Sqm) crumb rubber Sqm 164.00
5.9.3 Type "B" (19 Kg. Binder per 10 Sqm) bitumen VG 30 Sqm 141.00
5.9.4 Type "B" (19 Kg. Binder per 10 Sqm) crumb rubber Sqm 147.00
5.10 Providing and laying seal coat for sealing the voids in a Sqm 62.00
bituminous surface laid to the specified levels, grade and
cross fall, including cleaning and rolling with a smooth
wheeled roller 8 - 10 tonne capacity finished to required
level and grades, complete as per MoRTH specification
clause 511 Type A - comprising of 11.2 mm to 2.36 mm
size aggregate @ 0.09 Cum per 10 Sqm and bitumen
binder VG-30 @ 9.8 Kg / 10 Sqm complete.
(16)
Unit
2024
5.11 Providing and applying premix seal coat type "B" Sqm 47.00
comprising of thin application of fine aggregate (0.06 cum
per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen
binder (Grade 60/70) (including cost of anti-stripping
compound wherever required) In mini hot mix plant 6-10
TPH and laying with mechanical paver and rolling with
power roller 8-10 tonne including all lead of mix material (
MoRTH Specifications Clause 511)
5.12 Providing and laying premix seal coat using hot mix plant
and paver finisher with aggregates of 6.7mm size defined
as 100% passing through 11.20mm sieve and retained on
2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen
including preparation and transportation of mix, spreading,
laying and rolling etc. complete in all respect including cost
of binder with all lead of mix material.
5.12.1 VG 30 Sqm 67.00

5.12.2 CRMB-60 grade Sqm 75.00
5.13 Providing and laying 25 mm thick mastic asphalt wearing Sqm 609.00
course with paving grade bitumen (PMB - 40) / industrial
grade bitumen meeting the requirements given in Table
500-39, 40, 41, 42, prepared by using mastic cooker and
laid to required level and slope after cleaning the surface,
including providing anti- skid surface with bitumen pre-
coated fine grained hard stone chipping of 13.2 mm
nominal size at the rate of 0.005 cum per 10 Sqm and at an
approximate spacing of 10 Cm center to center in both
directions, pressed into surface when the temperature of
surfaces is not less than 1000 C, protruding 1 mm to 4 mm
over mastic surface, all complete as per MoRTH
specification Clause 516.
5.14 Providing and laying slurry seal consisting of a mixture of

fine aggregates (Table 500-26 & 500-27), Portland cement
filler, bituminous emulsion and water (as per Table 500-25)
on a road surface including cleaning of surface, mixing of
slurry seal in a suitable mobile plant, laying and compacting
to provide even riding surface as per MoRTH specification
clause 512, complete in all respect as directed by Engineer
in Charge.
5.14.1 Type-III (6-8 mm thickness) Sqm 46.00
5.14.2 Type-II (4-6 mm thickness) Sqm 31.00
5.14.3 Type-I (2-3 mm thickness) Sqm 19.00
5.15 Recycling pavement by cold milling of existing bituminous Cum 6262.00
layers, planning the surface after cold milling, reclaiming
excavated material to the extent of 30 percent of the
required quantity, hauling and stock pilling the reclaimed
material near the central recycling plant after carrying out
necessary checks and evaluation, adding fresh material
including rejuvenators as required, mixing in a hot mix
plant, transporting and laying at site and compacting to the
required grade, level and thickness, all as specified in
MoRTH Specifications Clause 519.
(17)
Unit
2024
5.16 Providing , laying and rolling of bituminous cold mix on
prepared base consisting of a mixture of unheated mineral
aggregate ( as per Table - 500 - 44) and binder (as per
Table - 500 - 45,46), including mixing in a plant of suitable
type and capacity, transporting, laying by hydrostatic paver
finisher with sensor control, compacting by Pneumatic tyred
roller 12-15 tonne & Smooth wheeled steel roller 6-8 tonne
and finishing to specified grades and levels as per MoRTH
specification clause 518 complete as directed by Engineer
in Charge.
5.16.1 Using bitumen emulsion

5.16.1.1 9.5mm nominal size aggregate Cum 9465.00
5.16.1.3 19mm nominal size aggregate Cum 9460.00
5.16.2 Using cutback bitumen
5.16.2.3 19mm nominal size aggregate Cum 8355.00
5.17 Providing, laying and rolling sand-asphalt base course (as Cum 7565.00
per Table 500-14) composed of sand (as per Table 500-
15), mineral filler @ 2% and bituminous binder @ 4% VG-
30 bitumen grade on a prepared subgrade or sub-base to
the lines, levels, grades and cross- sections as per the
drawings including mixing in a plant of suitable type and
capacity, transporting the hot mix to work site, laying with
paver finisher to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem roller to
achieve the desired density (approved by the department) -
for 1 Km. lead & including cost of anti-stripping compound
wherever required as per MoRTH specification clause 506
complete in all respect.
5.18 Providing and laying of a stress absorbing membrane

(SAM) over a cracked road surface, after cleaning with a
mechanical broom, using modified binder complying with
Clause 517, spreading aggregate with hydraulic chip
spreader, sweeping the surface for uniform spread of
aggregates and surface finished to conform to Clause 902
compacting by smooth wheeled roller and as per MoRTH
specification clause 517 complete as directed by Engineer
in Charge.
5.18.1 Crack width below 6mm using modified binder (PMB - 40) Sqm 63.00
@ 9Kg. Per 10 Sqm crushed stone aggregate 0.11 Cum
per 10 Sqm.
5.18.2 Crack width 6mm to 9mm using modified binder (PMB - Sqm 74.00
40) @ 11 Kg. Per 10 Sqm crushed stone aggregate 0.12
Cum per 10 Sqm.
5.18.3 Crack width above 9mm using modified binder (PMB - 40) Sqm 99.00
@ 15 Kg. Per 10 Sqm crushed stone aggregate 0.12 Cum
per 10 Sqm.
(18)
Unit
2024
5.19 Providing and laying a bitumen impregnated geotextile layer Sqm 693.00
after cleaning the road surface, geotextile conforming to
requirements of clause 703.3.2 & 706, laid over a tack coat
with 1.05 kg per sqm of paving grade bitumen 80 - 100
penetration and constructed to the requirement of clause
703.4.5
5.20 Providing and laying of premix of crushed stone aggregates
(as per Table 500 - 40) and emulsion binder, mixed in a
batch type cold mixing plant, laid over prepared surface, by
hydrostatic paver finisher with sensor control, rolled with a
pneumatic tyred roller initially and finished with a smooth
steel wheel roller , all as per Clause 519.3
5.20.1 75 mm thickness comprising 40mm nominal size aggregate Cum 5658.00

and emulsion @ 45 Liter. Per tonne
5.20.2 40 mm thickness comprising 14 mm nominal size Cum 7806.00
aggregate and emulsion @ 70 Liter. Per tonne
5.20.3 25 mm thickness comprising 6 mm nominal size aggregate Cum 9019.00
and emulsion @ 85 Liter. Per tonne
5.21 Spraying of bitumen over cleaned dry surface of crushed Sqm 16.00
cement concrete base at the rate of 25 Kg per 10 Sqm by a
bitumen pressure distributor, spreading of key aggregates
at the rate of 0.13 cum per 10 Sqm by a mechanical gritter
and rolling the surface as per Clause 506.4.6
5.22 Cost of bitumen to be added / subtracted when it varies

from job mix formula adopted in any of the above items.
5.22.1 By weight of bitumen in MT
5.22.1.1 Grade VG-10 tonne 41280.00
5.22.1.2 Grade VG-30 tonne 42360.00
5.22.1.3 Grade VG-40 tonne 43440.00
5.22.1.4 CRMB 60 Modified grade tonne 45000.00
5.22.1.5 PMB 40 Modified grade tonne 46800.00
5.22.1.6 Bitumen Emulsion Rapid RS-1 tonne 34680.00
5.22.1.7 Cationic Emulsion SS-2 tonne 35280.00
5.22.1.8 Cutback Bitumen MC800 tonne 65160.00
5.22.1.9 Bitumen Emulsion Rapid RS-2 tonne 30120.00
5.22.1.10 Bitumen Emulsion (medium) MS tonne 35280.00
5.22.1.11 Bitumen Emulsion (slow) SS-1 tonne 46800.00
5.22.2 By volume of Mix: add extra for variation (+ / -) of every

0.01% bitumen per Cum of Mix
5.22.2.1 Grade VG-30 Cum 12.10
5.22.2.2 Grade VG-40 Cum 12.30
5.22.2.3 CRMB 60 Modified grade Cum 12.80
5.22.2.4 PMB 40 Modified grade Cum 13.00
NOTE:
5.23 Providing and laying of Chelmac PR mix for repair of roads kg 33.00
in adverse climate conditions on the prepared surface,
cleaning with hydruling laying in proper camber and grade
with regular size compaction with hand rammer/road roller
and transportation, with all lead and -lift complete in all
respect as per directions of Engineer in charge
5.24 Labour charges only for laying of Chelmac PR mix. kg 4.00
(19)
Unit
2024
5.25 Milling of distress bitumenous layer upto 70mm depth in a Sqm 27.00
single pass with suitable milling machine (capable of milling
@ 200&300 sqm of area per hr) fitted with loading conveyer
of loading the filled material directly on the trucks i/c hauling
and stock pilling the reclaiming to bring to required
specification to reuse with the approval of engineer - in -
charge for safe disposal; with all leads and lifts complete in
all respect as directly by Engineer - in- charge.
*Note : The unutilized quality of reclaimed bituminous mix
material shall be recovered.
5.26 Providing & laying DBM using the reclaimed to the extent of Cum 6851.00
appropriate required quanity after carrying out necessary
checks and evaluation, adding fresh material including
rejuvenation as required, grade, level and thickness, all as
specified in clause 519. (5th revision) 2013 using
appropriate binder (minimum bitumen's 4.50% i/c bitumen
retrieved material as per job mix formula) using 100-200
TPH batch type hot mix plant with approprite arrangement
for use of R.A.P. appropriable rollars and with hydraulic
paver finisher with sensor control to the required grade. If
bitumen required more than 4.50% as per job mix formula
no extra payment will be paid extra bitumen required will be
considered as incidental to work.
5.27 Recovery of material obtained from dismantling of existing Cum 1245.00

bituminous layer has been calculated taking assumption
that 80% of the theoretical material will be retrieved. The
dismantling material can be used in any other item for the
work after modification (bringing it to required specification)
after approval from the employer. In case it is not possible
to use this material on the work, the agency can take away
this material. Assuming recovery of 50% residue of
Bitumen.
5.28 Providing and applying tack coat with Bitumen grade VG- Sqm 20.00
10 using mechanical bitumen pressure distributor at the
rate of 0.30 to 0.40 kg per sqm on the prepared bituminous
surface cleaned with Hydraulic broom as per Technical
Specification Clause 503.
5.29 Providing and applying tack coat with Bitumen grade VG-10 Sqm 22.00
using mechanical bitumen pressure distributor distributor at
the rate of 0.35 to 0.45 kg per sqm on the prepared
granular surfaces treated with primer & cleaned with
Hydraulic broom as per Technical Specification Clause
503.
(20)
Unit
2024
5.30 20mm thick Open-Graded Premix Carpet using Bituminous Sqm 133.00
(VG-30 grade/modified bitumen) Binder using plastic waste
Providing, laying and rolling of open-graded premix carpet
of 20 mm thickness composed of 13.2 mm to 5.6 mm
aggregates either using VG-30 grade bitumen or emulsion
to required line, grade and level to serve as wearing course
on a previously prepared base, including cutting of plastic
waste & mixing of aggregate and plastic waste cutting in a
hotmix plant, laying and rolling with a three wheel 80-100
kN static roller capacity, finished to required level and
grades to be followed by seal coat of either Type A or Type
B or Type C as per IRC-SP-98 Specification Clause 508.
5.31 PART A: Supily of Virgin Matarial at Laying Site from.Batch

Mix HMP
Providing and laying bituminous concrete with 100-120
TPH batch type hot mix plant producing an average output
of 75 tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous binder @ 5.5
percent of mix and filler, transporting the hot mix to work
site, laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment, rolling
with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MoRTH
specification clause No. 519 complete in all respects with
all lead.
5.31.1 PART B : Laying of Pavment using Panel Heeating
Machine & Remixer by rejuvenating the recycled material
with injection of additional bitumen and mixing of virgin
materail & laying in one go process.
Heating of existing bituminous layers max. upto 50mm
depth by using Panel Heating Machine having infra-red
heating panels for preparing the surface to be recycled just
ahead of Remixer & in synchronization with Remixer to the
required grade, level and thickness, all as per specific site
requirement.
Recycling of existing bituminious pavement by in-situ hot
milling of existing bituminous layers, preparing the surface
after hot milling, reclaiming excavated material appropriate
as per quantity carrying out necessary checks and
evaluation & mix design, adding virgin material transported
from Batch Mix HMP & adding rejuvenators as required in
the hot recycled material in-situ by injection mixing in the in-
situ hot mix unit of Remixerf and laying at site and
compacting to the required grade, level and thickness to
achieve laying of hot in-situ pavement with roughness index
not more then 2000 mm/km all as specified (Clause 519).
5.31.2 Complete Rate (Part-A + Part-B) Sqm 7708.00
(21)
Unit
2024
5.32 Providing and laying bituminous concrete as per design mix Cum 8910.00
on prepared surface with specified graded stone as per
table 500-16 & 500-17 for wearing course including loading
of aggregate with Front end loader and hot mixing of binder
including cutting of plastic waste & mixing of aggregate and
plastic waste as per IRC SP 98 (including cost of anti-
striping compound, wherever required) and filler as per
table 500-9 with aggregates in hot mix plant More than 60-
90 TPH Transporting the mix material with tipper and laying
with sensor paver finisher (as per clause 507.3.5) to the
required level , grades and rolling with vibratory compactor
and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to
achieve the desired density (approved by the department)
excluding cost of primer/tack coat (MoRTH Specification :
Clause -507 & 112) with all lead. Grading II (13.20mm
nominal size) - Bitumen @ minimum 5.4% of mix &
thickness 30 - 40 mm with all lead and lift grade VG-40
(22)
CHAPTER : R-6
CEMENT CONCRETE PAVEMENTS
Rate (Rs.)
2024
6.1 Construction of dry lean cement concrete Sub- base over a Cum 2496.00
prepared sub-grade with coarse and fine aggregate
conforming to IS: 383, coarse aggregate 26.5mm nominal
size aggregate cement ratio not to exceed 15:1, aggregate
gradation after blending to be as per table 600-1, cement
content not to be less than 150 kg/ cum, optimum moisture
content to be determined during trial length construction,
concrete strength not to be less than 10 Mpa at 7 days, mixed
in a batching plant, transported to site, laid with a paver with
electronic sensor, compacting with 8-10 tonnes vibratory
roller, finishing and curing. as per MoRTH Specification cl.
601.
6.2 Construction of un-reinforced, dowel jointed, plain cement Cum 7059.00
concrete pavement over a prepared sub base with OPC 43
grade cement , coarse and fine aggregate (table 600-2 & 600-
3) conforming to IS 383, maximum size of coarse aggregate
31.5mm nominal size mixed in a batching and mixing plant as
per approved Mix design to achieve required design mix
grade of controlled concrete, transported to site, laid with a
slip form paver, spread, compacted and finished in a
continuous operation including provision of contraction,
expansion, construction and longitudinal joints, joint filler bord
, separation membrane, sealant primer, joint sealant (Table
600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod
(IS : 1786 Fe500 or IS : 432 Grade-I) , admixtures (IS : 9103
& IS : 6925) as approved, curing compound, finishing to lines
and grades as per drawing including joimt cutting & texturing
etc complete as per MoRTH Specification cl. 602 (with
flexural strengthe minimum 4.5 MPa).
6.3 Construction of un-reinforced, dowel jointed, plain cement Cum 6964.00

concrete pavement over a prepared sub base with OPC 43
grade cement , coarse and fine aggregate (table 600-2 & 600-
3) conforming to IS 383, maximum size of coarse aggregate
31.5mm nominal size mixed in a batching and mixing plant as
per approved Mix design to achieve required design mix
grade of controlled concrete, transported to site, laid with a
fixed form paver, spread, compacted and finished in a
continuous operation including provision of contraction,
expansion, construction and longitudinal joints, joint filler bord
, separation membrane, sealant primer, joint sealant (Table
600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod
(IS : 1786 Fe500 or IS : 432 Grade-I) , admixtures (IS : 9103
& IS : 6925) as approved, curing compound, finishing to lines
and grades as per drawing including joimt cutting & texturing
etc complete as per MoRTH Specification cl. 602 (with
flexural strengthe minimum 4.5 MPa).
(23)
Rate (Rs.)
2024
6.4 Construction of rolled cement concrete base course with Cum 2848.00
coarse and fine aggregate conforming to IS:383, the size of
coarse aggregate not exceeding 25 mm with minimum,
aggregate cement ratio15:1 and minimum cement content of
200 kg/cum, aggregate gradation to be as per table 600-1
after blending, mixing in batching plant at optimum moisture
content, transporting to site, laying with a paver with
electronic sensor, compacting with 8-10 tonnes smooth
wheeled vibratory roller to achieve, the designed flexural
strength, finishing and curing.
6.5 Construction of Base/sub-base using cement, sand, fly ash Cum 2450.00
and coarse aggregates proportioned as per table 4 of IRC:
74/1979 and with water content ratio, slump and compressive
strength as defined in the said table, mix prepared in a
batching and mixing plant and compacted with a vibratory
roller 8-10 tonnes capacity within the time limit laid down vide
clause 7.6.3 of IRC: 74-1979, construction joints properly
formed at the end of day's work, cured for 14 days, all as
specified in IRC: 74-1979 and as per approved plans (Clause
403).
(24)
CHAPTER : R-7
GEOSYNTHETICS AND REINFORCED EARTH
Rate (Rs.)
2024
7.1 Construction of sub surface drain 200 mm Dia using RM 3829.00
geotextiles treated with carbon black with physical properties
as given in clause 702.2.3 formed in to a stable network and
a planar geocomposite structure, joints wrapped with
geotextile to prevent ingress of soil, all as per clause 702
and approved drawings including excavation and backfilling
7.2 Construction of a narrow filter subsurface drain consisting RM 1391.00

of porous or perforated pipe laid in narrow trench
surrounded by a geotextile filter fabric, with a minimum of
450 mm overlap of fabric and installed as per clause 702.3
and 309.3.5 including excavation and backfilling
7.3 Providing and laying paving fabric with physical Sqm 370.00
requirements as per table 704-2 over a tack coat of paving
grade Bitumen 80-100 penetration, laid at the rate of 1 kg
per sqm over thoroughly cleaned and repaired surface to
provide a water resistant membrane and crack retarding
layer. Paving fabric to be free of wrinkling and folding and to
be laid before cooling of tack coat, brooming and rolling of
surface with pneumatic roller to maximise paving fabric
contact with pavement surface
7.4 Providing, preparing and laying of geogrid crated apron 1 m Cum 2795.00
x 5 m, 600 mm thick including excavation and backfilling
with baffles at 1 metre interval, made with geogrids having
characteristics as per clause 704.2, joining sides with
connectors/ring staples, top corners to be tie tensioned,
placing of suitable cross interval ties in layers of 300 mm
connecting opposite side with lateral braces and tied with
polymer braids to avoid bulging, constructed as per clause
704.3. filled with stone with minimum size of 200 mm and
specific gravity not less than 2.65, packed with stone spalls,
keyed to the foundation recess in case of sloping ground
and laid over a layer of geotextile to prevent migration of
fines, all as per clause 704 and laid as per clause 2503.3
and approved design.
7.5 Assembling, joining and laying of reinforcing elements. Etc.

complete as per MoRTH specification clause 3102 in:
7.5.1 Type A - With reinforcing element of steel / Aluminum strips

/ polymeric strips. Using
7.5.1.1 1.Galvanised carbon steel strips RM 371.00
7.5.1.2 2.Copper strips RM 568.00
7.5.1.3 3.Aluminium strips RM 475.00
7.5.1.4 4.Stainless steel strips RM 510.00
7.5.1.5 5.Glass reinforced polymer/fiber reinforced RM 325.00
polymer/polymeric strips
7.5.2 Type B - With reinforcing elements of synthetic geogrids Sqm 731.00
using
7.5.2.1 Facing elements of RCC Sqm 1198.00
(25)
CHAPTER : R-8
TRAFFIC SIGNS, MARKINGS & OTHER ROAD
APPURTENANCES
Rate (Rs.)
2024
8.1 Supplying and fixing pre cast R.C.C. stones (M-15 mix)
using one percent steel reinforcement, including finishing in
cement sand mortar 1:3, earthwork, cement concrete 1:4:8
engraving letters and numerals, painting with enamel paint
etc. complete as per IRC standard design.
8.1.1 Km. Stone for NH, SH & MDR ( size 35 x110x25 cm) Each 1921.00
8.1.2 5th Km. Stone ( size 50 x152x25 cm) Each 3185.00
8.1.3 200 Meter stone ( size 15 x10x65 cm) Each 551.00
8.1.4 Boundary stone ( size 15cm Dia at top & 20 cm Dia at Each 524.00
bottom & 90 cm high )
8.1.5 Guide stone ( size 20 x15x120 cm) Each 551.00
8.2 S & F cut stone including earthwork, cement concrete 1:4:8
engraving letters and numerals, as per IRC standard design:
8.2.1 Km. Stone for NH, SH & MDR ( size 35 x110x25 cm) Each 2132.00
8.2.2 5th Km. Stone ( size 50 x152.5x25 cm) Each 3535.00
8.2.3 200 Meter stone ( size 15 x15x90 cm) Each 612.00
8.2.4 Boundary stone ( size 15x15x90cm) Each 582.00
8.2.5 Guide stone ( size 20 x15x120 cm) Each 612.00
8.3 Construction of cement concrete kerb with top and bottom
width 115 and 165 mm respectively, 250 mm high in M 20
grade PCC on M-10 grade foundation 150 mm thick,
foundation having 50 mm projection beyond kerb stone,
kerb stone laid with kerb laying machine, foundation
concrete laid manually, all complete as per clause 409
8.3.1 Using Kerb laying machine

8.3.1.1 Using concrete mixture RM 259.00
8.3.1.2 Using Concrete Batching and Mixing Plant RM 222.00
8.3.2 Cast in Situ Cement Concrete M 20 Kerb with Channel
8.3.2.1 Using concrete mixture RM 479.00
8.3.2.2 Using Concrete Batching and Mixing Plant RM 415.00
8.4 S & F cement concrete pre cast Kerb or Dand up to 60 cm
length over 20 mm thick base of cement mortar1:4 including
jointing earth work, pointing & jointing with cement mortar
1:4 of size Including cost of M- 20 Mix Dand/Kerb Complete
8.4.1 10 x 15 cm Mtr. 134.00

8.4.2 15 x 15 cm Mtr. 201.00
8.4.3 20 x 20 cm Mtr. 327.00
8.4.4 20 x 25 cm Mtr. 393.00
8.4.5 (20 x 25)/2 x 30 cm Mtr. 503.00
8.4.6 (22.5 x 25)/2 x 30 cm Mtr. 522.00
8.4.7 (22.5 x 25)/2 x 45 cm Mtr. 742.00
8.5 Fixing of cement concrete pre cast Kerb or Dand up to 60
cm length over 20 mm thick base of cement mortar1:4
including jointing earth work, pointing & jointing with cement
mortar 1:4 of size Labour for fixing only
8.5.1 10 x 15 cm Mtr. 15.00
(26)
Rate (Rs.)
2024
8.5.2 15 x 15 cm Mtr. 15.00
8.5.3 20 x 20 cm Mtr. 18.00
8.5.4 20 x 25 cm Mtr. 18.00
8.5.5 (20 x 25)/2 x 30 cm Mtr. 23.00
8.5.6 (22.5 x 25)/2 x 30 cm Mtr. 23.00
8.5.7 (22.5 x 25)/2 x 45 cm Mtr. 25.00
8.6 Fixing of cut stone/Precast R.C.C. stones with loading
unloading & Transportation to its fixing site including earth
work & cement concrete (1:4:8) letter and numerals,
Painting with enamel paint etc. foundation as per
IRC/MoRTH specifications complete (excluding the cost of
Cut stones/R.C.C. Precast stones)
8.6.1 Km Stone for NH, SH & ODR Each 475.00
8.6.2 5th Km Stone Each 703.00
8.6.3 200 Meter Stone Each 188.00
8.6.4 Boundary/Guide Stone Each 188.00
8.7 Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC :67 made of
high intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 1.5 mm thick supported on a mild steel
angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the
ground by means of properly designed foundation with M15
grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm
below ground level as per approved drawing
8.7.1 90 cm equilateral triangle Each 5217.00

8.7.3 60 cm circular Each 4625.00
8.7.4 80 mm x 60 mm rectangular Each 6366.00
8.7.5 60 cm x 45 cm rectangular Each 4510.00
8.7.6 60 cm x 60 cm square Each 5305.00
8.7.7 90 cm high octagon Each 8063.00
8.8 Supply of mandatory / regulatory reflective sign board fixed
on 3 meter long Angle Iron of size 65x65x6 mm complete as
per IRC-67-2012 made of 2 mm thick M.S. sheet stove
enameled paint and reflective symbol. Comp. in all respect
duly post painted in alternate band of Black/White synthetic
enamel paint & hold fast at bottom
8.8.1 Stop signs with definition plate size 30x20 cm

8.8.1.1 90 cm Octagon each Each 1977.00
8.8.1.2 60 cm Octagon each Each 1602.00
8.8.2 Give way signs with definition plate size 30x20 cm
8.8.2.1 90 cm equilateral triangle Each 1647.00
8.8.2.2 60 cm equilateral triangle Each 1428.00
8.8.3 Prohibitory signs of circular shape
8.8.3.1 60 cm Dia Each 1647.00
8.8.3.2 40 cm Dia Each 1428.00
(27)
Rate (Rs.)
2024
8.9 Mandatory/ Regulatory retro reflective sign boards 60 cm Each 8024.00
Dia made out of 2.0 mm thick aluminum sheet riveted on a
frame of 40X40X3mm angle Iron, face to be fully covered
by white/ blue high intensity grade retro reflective sheeting
with Red/white symbol, cut out or screen printed back
ground with epoxy paint, confirming to MoRTH
specifications. (2013) CI. 801 with angle iron post 65x65x6
mm 3 M.long. Comp. in all respect duly post painted in
alternate band of Black/White synthetic enamel paint & hold
fast at bottom
8.10 Supplying cautionary / Warning Reflective sign boards made
out of 2 mm thick M.S. sheet as per IRC –67-2012, stove
enameled and reflective symbol fixed on Angle Iron of size
65 x 65 x 6mm of 3 meter long :
8.10.2 Guarded/unguarded Railway Crossing with definition plate Each 2086.00
90 cm. equilateral triangle
8.11 Supplying cautionary / warning sign board 90 cm equilateral Each 7480.00
triangle made out of 2.0 mm thick aluminum sheet riveted
on a frame of 40X40X3mm angle Iron, face to be fully
covered by white / blue high intensity grade retro reflective
sheeting with Red/white symbol, cut out or screen printed
background with epoxy paint complete confirming to MoRTH
specifications (2013) Cl. 801 with angle iron post 65 x 65 x 6
mm. Comp. in all respect duly post painted in alternate band
of Black/White synthetic enamel paint & hold fast at bottom
8.12 Supplying informatory reflective sign boards make of 2mm

thick M.S.sheet, stove enameled paint as per IRC-67-1977
fixed on Angle Iron of size 65 x 65 x 6 mm of 3 meter long.
Comp. in all respect duly post painted in alternate band of
Black/White synthetic enamel paint & hold fast at bottom
8.12.1 80 x 60 mm with size of square 40 cm. Each 1758.00

8.12.2 60 x 45 cm with size of square 30 cm. Each 1537.00
8.13 Supplying Informatory sign board size 60x80 cm. made out Each 8784.00
of 2.0 mm thick aluminum sheet riveted on a frame of
40X40X3mm angle Iron, face to be fully covered by white /
blue high intensity grade retro reflective sheeting with
Red/white symbol, cut out or screen printed background with
epoxy paint, complete confirming to MoRTH specifications
(2013) cl. 801 with angle iron post 65 x 65 x 6 mm.3 Mtr.
Long. Comp. in all respect duly post painted in alternate
band of Black/White synthetic enamel paint & hold fast at
bottom
8.14 Installation of sign board having the post like mandatory Each 386.00
cautionary & informatory board includes excavation, cement
concrete 1:5:10 (30X30X60) cm and transportation
complete.
8.15 Supplying route Marker reflective sign boards consisting of Each 1758.00
shield marked on M.S. flat 14 gauge of size 60 x 45 cm and
definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel
posts of Angle Iron of 65X65X6mm – 3mtr.long for NH/SH:
Comp. in all respect duly post painted in alternate band of
Black/White synthetic enamel paint & hold fast at bottom
(28)
Rate (Rs.)
2024
8.16 Supply of flood gauge (water Gauge) as per I.R.C. 67 Each 1647.00
standard 200 cm long fixed on angle iron posts 50x50x6
mm, 2.6 M. long.
8.17 Fixing of flood gauge (water Gauge) in cement concrete M- Each 460.00
15 mix size 30x30x60 cm. complete including transportation
excavation etc. complete
8.18 Supplying of Cat’s Eye made of aluminum alloy size Each 307.00
75x100x22 mm having 21 biconvex lenses embedded in
circular disc of ABS plastic on each side.
8.19 Solar Raised Pavement Markers: As per ASTM D 4280 & Each 1888.00
ASTM D 788 Supply & Installation of Solar Raised
Pavement Markers made of Aluminium Alloy Body with
Squre shape, solar powered, LED self illumination in active
mode. The solar stud marker shall support a load of 25000
kg tested in accordance to ASTM D 4280. The marker
should be resistant to dust and water ingress according to
lS:12063:1987 standard and should withstand temperatures
in e of 10°C to 75°C. Color of lighting could be provided in
red or yellow (amber) as per requirement and typical
frequency blinking is 2Hz. There should be super bright
LEDs (one gach side with over 5000 (Milicandle) luminous
intensity) and its visibilty should not less than l000meter
distance in night. The Height, width and length of the marker
shall be less than 20mm,125mm, 125mm and it should have
one cylinder type shank 30mm + / - 2mm and length of
shank should be 60mm +1-5mm. Fixing will be by drilling
holes on the road for the shanks ,to go inside, without nails
and using epoxy resin based adhesive
8.20 Raised Payment Marker (Cats Eye): Supplying and Fixing of Each 168.00
Molded Shank Raised Pavement Markers made of ABS
Moulded body and Polycarbonate Reflective panels with
Micro Prismatic Lens capable of providing total internal
reflection of the light entering the lens face and shall support
a load of 35000 Kilogram tested in accordance to ASIM D
4280 & ASTM D 788. The Height of Road Stud is 20mm,
Width 100mm, Length 100mm and minimum reflective area
of 13 sqcm on each side.The Strength of detachment of the
integrated cylender shank not less than 14+/-2mm
(Thickness) and height not less than 30+ 2mm from the
body. Fixing will be by drilling holes on the road for the
shanks to go inside, without nails and using epoxy resin
based adhesive
(29)
Rate (Rs.)
2024
8.21 Traffic Safety Cones: As per IRC: SP 55-2014:- The supply Each 1261.00
of Plastic Road Safety Cones should me made of Linear
Low Density Poly Ethylene (LLDPE) & Ethylene Vinyl
Acetate (EVA) Polymer color Red! Orange. The Height,
square base and Weight should be as 950mm, 400mm and
6000 gram or 6kg with two no. (Width 150mm & 100mm)
Fluorescent Reflective Band. One White Reflective Band
wide 150mm should located at 75 to 100mm from the top of
the Safety Cones and an additional 100mm wide white
fluorescent band should be located approximately at 150mm
below from the 150 band. The Base of Safety cones should
be rubber molded. There should be an option for chain
connection slot at Top of the Traffic Cone to barricade
specific area.
8.22 Traffic Safety Cones: As per IRC: SP 55-2014:- The supply Each 817.00
of Plastic Road Safety Cones should me made of Linear
Low Density Poly Ethylene (LLDPE) & Ethylene Vinyl
Acetate (EVA) Polymer color Red! Orange. The Height,
squre base and Weight should be as 750mm, 385mm and
4700 gram or 4.7kg with 6” Fluorescent Reflective Band.
One White Reflective Band wide 150mm should located
Safety Cones. The Base of Safety cones should be PVC
molded. There should be an option for chain connectiong
slot at Top of the Trafffic Cone to barricade specific area.
8.23 Flexible Spring Post: As per IRC: SP: 55-2014 Supply and Each 1623.00
fixing of Fully Flexible Spring Post! Flexible Delineator made
of Poly Urethane. The color should be orange! red. The
Height, Pole Dia, Base Dia should not less than 900mm,
80mm, 200mm with weight of 1300 gram (1.3kg). There
should be four (04) High Intensity Prismatic reflective bands
with size of 75mm each and it should be fixed on 50mm
from the top of Post then second 75mm band should be
located at 50mm from 1st band and so on. There should be
chain connecting slot available at top of Post. The Fully
Flexible Spring Post! Flexible Delineator shall be fixed on
the surface of Road by drilling holes and should use
Fastener! Bolt (size 10mm thickness and 100mm length)
8.24 Flexible Hazard Marker Post: As per IRC:SP 55-2014- The Each 2304.00
supply and fixing of fully flexible spring post made of Poly
urethane (PU) in orange/red colour. The height of flexible
spring post should not be less than 750mm and base should
not be less than 200mm and weight should not be less than
1500 gram. Reflective area of flexible post should be width
100mm X Length 400mm with two nos. (2nos) white colour
High Intensity Prismatic Tape both side of the post. The
fixing/ Installation will be by drilling holes on the road and
post should be fixed by the bolts size (10mm thickness and
length 100mm)
(30)
Rate (Rs.)
2024
8.25 Rumble Strips: As per MORTH Circular No. RW/NH Each 768.00
33037/01/2016 S&R (R) Dated 29.08.2016: Supply and
installation of Plastic Rumble Strip made of Poly Ethylene
Material with rectangular shape in HEXACORE DESIGN.
The size of rumble strips should be Length 500mm Width
200mm and Height 15mm with Loading Capacity/
Compressive Strength 25 Ton. The High Intensity Prismatic
tapes colour red/yellow should fixed on the core of Rumble
strip for night vision. Fixing will be by drilling holes on the
road with nails (size 8mm thickness and length 75mm) and
using epoxy resin based adhesive
8.26 Roadways Indicators/ Delineators (As per IRC 79-1981) Each 1080.00
Supply and Installation of Roadway Indicator! Delineator
Post not less than 8000mm High above ground level. The
Roadway Indicator! Delineator should be made of 16 Gauge
Metal (M.S.) sheet with Rectangular Shape size 25mm X
68mm and Length should be 1000mm. The Roadway
Indicator! Delineator should be painted alternately in 15 CM
wide strips with Black and white paint both side. On the top
of Roadway Indicator! Delineator shall have a Rectangular
yellow color Reflector made of PE Plastic with HIP Tape.
Plastic Reflector Size should be as: thickness 35mm X width
100mm X length 125mm and the High Intensity Prismatic
Tape, color white! red! yellow should be both side as: length
100mm X Width 75mm. The fixing of the roadways
delineator by drilling holes on the road and munimum
200mm of Delineator should be fixed inside the hole by
filling concrete cement mixed etc and complete direction by
engineer.
8.27 Supply of Traffic Cone made out of 1.25 mm thick MS. Each 1977.00
Sheet, height 1 meter having upper Dia, 8 cm, and lower
dia.30 cm. with base plate of size 40x40 cm two hooks are
to be provided for linking M.S. steel chain 12 mm Dia, whole
body is processed in orange stoving enamel paint and one
reflective band of 200 mm on it, complete in all respect with
one chain 3 M long with each cone.
8.28 Supplying of men at work sign board (folding type) made of Each 1845.00
1.25 mm thick M.S. sheet size 900x900x900 mm painted in
white stove enameled paint and reflective machine cut sheet
Men’s emblem and letter MEN AT WORK in red colours and
additional attachment of size 150x900 mm plate for gang
number and name with white stoving enameled back ground
both plates are fixed on a folding stand of M.S. (heavy) steel
tube of size 13.2 mm outer dia as per IS-1239 (part-I) 1979
duly painted in grey colour and both the plates are painted
on back side in grey enamel paint.
(31)
Rate (Rs.)
2024
8.29 Supply of ‘L’ type Bollard made out of 1.25 mm thick M.S. Each 2196.00
sheet height 134 cm, welded in circular type ring section
having upper Dia 15 cm. and lower Dia 21 cm with another
attachment of 15x15 cm circular section with 15 cm. face
plate and hold fast at bottom, whole body is processed in
white stoving enamel and red reflective 3 hands, each of 7.5
cm end one reflective sheet of 15 cm. dia provided to it
complete in all respect.
8.30 Supply of Swiss Type Bollard made out of 1.25 mm thick Each 2527.00
M.S. sheet, total height 135 cm, the lower portion is made in
tapered circular section having upper dia 15 cm and lower
dia 20 cm with attachment of one mandatory plate 7 mm
thick & fixed with the help of 7 cm long, 30mm dia chrome
plated M.S. tube this part is fixed on the body with another
attachment of a cap 30x7 cm. whole body is processed in
black stoving enamel and mandatory plate in Azure blue,
with one compulsory keep left arrow with 10mm border
reflective strip each of 7.5 cm on body complete in all
respect.
8.31 Supply of Retro-reflective sign boards size 1800x1200 mm Each 48317.00
made out of 2 mm thick aluminum sheet duly framed with 40
mm M.S. black tube (Medium Class) as per IS-1239 (Part-I)
1979 with Inner support of M.S. flat 12x3 mm whole
structure is fixed with two supports each side 75 mm long
and 40 mm M.S. black tube on two posts of 60 mm dia M.S.
black tube (Medium class) as per 1239 (Part-I ) 1979 2.03
meter long each and also provision of hold fasts of M.S.
bars 12 mm and 25 cm long two on each post. The sheet
has to be stove enameled or epoxy painting one side and
other side Green/ blue retro-reflective high intensity with
White Retro reflective sheet. The letters and numerals have
to be made as per IRC 30-1968 and the board shall be
conformed to the MoRTH specification (2013 edition clause
801). Post and outer frame of board to be painted with black
and white strips of synthetic enamel paint with black and
white strips.
8.32 Supply of Hazard Marker made out of 2 mm thick M.S. Each 879.00
sheet size 300x300x3 mm framed with angle iron 25x25x3
mm and fixed on channel posts 75x40x6 mm and hold fast
at bottom whole body is painted in white stoving enamel and
6 Nos., 5 cm dia reflective sheet on white reflective
background with additional border of 1.25 cm all around it.
8.33 Supply of Swiss type of Hazard marker, made out of 2 mm Each 1210.00
thick M.S. sheet size of box is 15x15 cm with hold fast at
bottom, the body is painted in orange stoving enamel paint
with white/high intensity grade micro-prismatic type
sheeting, on all four side.
(32)
Rate (Rs.)
2024
8.34 P & F Delineator with 30 cm. outer dia RCC Hume pipe NP- Each 692.00
2 (As per IS-458/ 1971 ) pipe 1.0 M. Long 40 cm embedded
in cement concrete (1:2:4) block of size 50x50x40 cm.
including excavation up to 40 cm depth. The inside of pipe
shall be filled with C.C. (1:2:4) stone grit max size 20 mm or
less up to the top with semi circular humping. The pipes
shall be painted white/black with enamel paint with red dots
two Nos. on each side
8.35 P & F Delineator with 15 cm. outer dia RCC Hume pipe NP- Each 361.00
2 (As per IS-458/ 1971 ) pipe 1.0 M. Long 40 cm embedded
in cement concrete (1:2:4) block of size 50x50x40 cm.
including excavation up to 40 cm depth. The inside of pipe
shall be filled with C.C. (1:2:4) stone grit max size 20 mm or
less up to the top with semi circular humping. The pipes
shall be painted white/black with enamel paint with red dots
two Nos. on each side
8.36 Supply or Retro-reflective Name Board size 600x900 made
out of 2mm thick aluminum sheet fixed on post and frame
made out or angle iron 50x50x6mm, 3M long using stainless
steel nut bolts of 8 mm dia, aluminum sheet is covered with
high intensity grade Retro-reflective sheeting and non
reflective letters in black, post duly painted in black and
white synthetic enamel, complete in all respect. Confirming
to MoRTH specifications (2013) c1. 801.
8.36.1 - Do- size 600x900 mm Each 13178.00

8.36.2 - Do- size 600x1200 mm Each 15838.00
8.36.3 - Do- size 900x900 mm Each 17598.00
8.36.4 - Do- size 900x1200 mm Each 22876.00
8.36.5 - Do- size 900x1500 mm Each 28158.00
8.36.6 - Do- size 1200x1200 mm Each 29915.00
8.37 Supply of Chevron sign of size 75x60 cm made out of Each 6336.00
aluminum sheet 2 mm thick with fixing provision on M.S.
angle iron post 50x50x6 mm 3 M long screwed with
stainless steel nut bolts of 8 M dia, plate is covered by high
intensity grade yellow retro-reflective sheeting and black
screen printed arrow on Retro Reflective Sheet, complete in
all respect. Comp. in all respect duly post painted in
fast at bottom
8.38 Fixing of sign board having two posts including excavation
cement concrete 1:5:10(30X30X60 cms.) and
transportation complete of size. :
8.38.1 150x120 cm & 120x75 cm Each 700.00
8.38.2 60x75 cm, 90x60 cm, 75x45 cm, & 60x45 cm. Each 610.00
8.39 Supplying Direction and place identification sign board made
out of 2 mm thick M.S. sheet framed to angle iron 40x40x5
mm and two vertical posts of angle iron of size 65x65x6 mm
3 meter long with hold fasts, stove enameled paint reflective
letter symbol Comp. in all respect duly post painted in
fast at bottom
8.39.1 150 x 120 cm. Each 5013.00

8.39.2 120 x 75 cm. Each 4578.00
8.39.3 90 x 75 cm. Each 2522.00
(33)
Rate (Rs.)
2024
8.40 Supply of village Name Board size 600x900 mm made out Each 3295.00
of 1.25 mm thick M.S. sheet duly framed with 30mm Outer
Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed
on two posts of size 40 mm ODMS tube 3M long whole
board is processed in blue/white stoving enamel paint and
white/red machine cut reflective sheet complete in all
respect posts duly painted with black/white synthetic
enamel.
8.41 Providing and fixing 1.2 meters high GI barbed wire fencing P.Rmt 330.00
with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed
every 3 meters center to center founded in M-15 graded
cement concrete 30cm.x30cm.x60cm, 0.6 meter below
ground level, every 15th post, last but one end post and
corner post shall be strutted on both sides and end post on
one side only and provided with 9 horizontal lines and 2
diagonals interwoven with horizontal wires, fixed with GI
staples, turn buckles etc. complete as per MoRTH
8.42 Providing and fixing 1.8 meter high GI barbed wire fencing P.Rmt 547.00
with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed
every 3 meter center to center founded in M-15 grade
cement concrete 30cm.x30cm.x60cm, 0.6 meter below
ground level, every 15th post, last but one end post and
corner post shall be strutted on both sides and end post on
one side only and provided with12 horizontal lines and 2
diagonals interwoven with horizontal wires, fixed with GI
staples, turn buckles etc. complete as per MoRTH
8.43 Providing 1.20 meter high fencing with angle iron posts 50 P.Rmt 808.00
mm x 50 mm x 6 mm at 3 meter center to center with 0.40
meter embedded in M-15 grade cement concrete, corner,
end and every 10th post to be strutted, provided with welded
steel wire fabric of 75 mm x 50 mm mesh and fixed to iron
posts by flat iron 50 x 5 mm and bolts etc. complete in all
respects. Welded steel wire fabric 75x50mm mesh @ 4
Kg./Sqm 4x30x1.2+5 percent wastage.
8.44 Providing, fixing and erecting 50 mm dia tubular steel pipe P.Rmt 1503.00
railing as per IS 1239 in 3 rows duly painted on medium
weight steel channels (ISMC series) 100 mm x 50 mm x 1.2
meter high above ground, 2 mm centre to centre, complete
as per approved drawings as per MoRTH specification Cl.
809.
8.45 Providing, fixing and erecting 50 mm dia painted tubular P.Rmt 877.00
steel pipe as per IS 1239 railing in 3 rows on precast M-20
grade RCC vertical posts 1.8 meter high (1.2 m above GL)
with 3 holes 50 mm dia for pipe, fixed 2 meter centre to
centre, complete as per approved drawing as per MoRTH
(34)
Rate (Rs.)
2024
8.46 Provision of reinforced cement concrete crash barrier at the P.Rmt 3720.00
edges of the road, approaches to bridge structures and
medians, constructed with M-20 grade concrete with HYSD
reinforcement conforming to IRC: 21 and dowel bars 25 mm
dia , 450 mm long at expansion joints filled with pre-moulded
asphalt filler board, keyed to the structure on which it is built
and installed as per design given in the enclosure to MoRTH
Circular No. RW/ NH- 33022/ 1/ 94-DO III dated 24th June
1994 as per dimensions in the approved drawing and at
locations directed by the Engineer , all as specified as per
MoRTH specification Cl. 811.2.
8.47 Providing and erecting a "W" metal beam crash barrier P.Rmt 3374.00
comprising of 3 mm thick corrugated sheet metal beam rail,
70 cm above road/ ground level, fixed on CRC rolled
channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre
to centre, 1.8 m high, 1.1 m below ground / road level, all
steel parts and fitments to be galvanized by hot dip process,
all fittings to conform to IS: 1367 and IS: 1364 , metal beam
rail to be fixed on the vertical post with a spacer of channel
section 150 x 75 x 5 mm, 330 mm long complete as per
MoRTH specification Clause 811.3.
8.48 Providing and erecting a "Thrie" metal beam crash barrier P.Rmt 5782.00
comprising of 3 mm thick corrugated sheet metal beam rail,
85 Cm above road/ ground level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm spaced 2 m centre-
to- centre, 2 m high with 1.15 m below ground level , all steel
parts and fitments to be galvanized by hot dip process, all
fittings to conform to IS: 1367 and IS: 1364 , metal beam rail
to be fixed on the vertical post with a space of channel
section 150 x 75 x 5 mm , 546 mm long complete as per
Clause 811.3.
8.49 Providing and erecting a wire rope safety barrier with vertical P.Rmt 2480.00
posts of medium weight RS joist (ISMB series) 100 mm x 75
mm (11.50 Kg/ m) 1.50 m long 0.85 m above ground and
0.65 m below ground level, split at the bottom for better grip,
embedded in M-15 grade cement concrete 450 x 450 x 450
mm , 1.50 m centre to centre and with 4 horizontal steel wire
rope 40 mm dia and anchored at terminal posts 15 m apart.
Terminal post to be embedded in M-15 grade cement
concrete foundation 2400 x 450 x 900 mm (depth),
strengthened by a strut of RS joist 100 x 75 mm, 2 m long at
450 inclination and a tie 100 x 8 mm, 1.50 m long at the
bottom, all embedded in foundation concrete as per
approved design and drawing, rate excluding excavation
and cement concrete.
(35)
Rate (Rs.)
2024
8.50 Providing and erecting anti- glare screen with rectangular P.Rmt 1062.00
vanes of size 750 x 500 mm made from MS sheet , 3 mm
thick and fixed on MS angle 50 x 50 x 6 mm at an angle of
450 to the direction of flow of traffic, 1.5 m center to center ,
top edge of the screen 1.75 m above ground level, vertical
post firmly embedded in M-15 cement concrete foundation
0.60 m below ground level , applying 2 coats of paint on
exposed faces , all complete as per approved design and
drawings.
8.51 Providing and laying of a reinforced cement concrete pipe
duct, 300 mm dia, across the road (New construction) ,
extending from drain to drain in cuts and toe of slope to toe
of slope in fills, constructing head walls at both ends,
providing a minimum fill of granular material over top and
sides of RCC pipe as per IRC:98-1997 , bedded on a 0.3 m
thick layer of granular material free of rock pieces, outer to
outer distance of pipe at least half dia of pipe subject to
minimum 450 mm in case of double and triple row ducts,
joints to be made leak proof, invert level of duct to be above
higher than ground level to prevent entry of water and dirt,
all as per IRC: 98- 1997 and approved drawings.
8.51.1 Single row for one utility service P.Rmt 1130.00

8.51.2 Double row for two utility services P.Rmt 2071.00
8.51.3 Three row for three utility services P.Rmt 3171.00
8.52 Installation of a steel portable barricade with horizontal rail Each 3695.00
300 mm wide, 2.5 m in length fitted on a "A" frame made
with 45 x 45 x 5 mm angle iron section, 1.5 m in height,
horizontal rail painted (2 coats) with yellow and white strips ,
150 mm in width at an angle of 450 , 'A' frame painted with 2
coats of yellow paint, complete as per IRC: SP:55-2001.
8.53 Construction of a permanent type barricade made of steel Each 6123.00

components, 1.5 m high from road level, fitted with 3
horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5
mm angle iron vertical support , painted with yellow and
white strips, 150 mm in width at an angle of 450 , complete
as per IRC:SP:55-2001.
8.54 Construction of a permanent type barricade made of Each 11660.00
wooden components, 1.5 m high from road level, fitted with
3 horizontal planks 200 mm wide and 3.66 m long on 100 x
100 mm wooden vertical post, painted with yellow and white
strips, 150 mm in width at an angle of 450, complete as per
IRC :SP:55-2001.
8.55 Construction of a permanent type barricade made with brick Each 9949.00
work in mud mortar, 1.5 m high , 4 m long. 600 mm thick,
plastered with cement mortar 1:6, painted with yellow and
white strips.
8.56 Provision of metal drum/ empty bitumen drum Delineator, Each 474.00
300 mm in diameter, 800 mm high, filled with earth for
stability, painted in circumferential strips of alternate black
and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm
dia, all as per IRC: SP: 55-2001.
(36)
Rate (Rs.)
2024
8.57 Positioning of a smart flagman with a yellow vest and a Each 243.00
yellow cap and a red flag 600 x 600 mm securely fastened
to a staff 1 m in length for guiding the traffic.
8.58 Fabrication & assembling of over head gantry & cantilever P.Kg 113.00
type structure as per drawing & design including steel work
in built up tubular trusses , cutting / hoisting, bolting & fixing
in position & applying coat of red oxide paint including
special type of nut, bolts( Bolt up to 750 mm ) and washers
complete & finishing with grey enamel paint .
8.59 Supply of High Intensity retro reflecting Type IV sign plate P.Sqm 14413.00
made out of 2.0 mm thick aluminum sheet face to be fully
covered with blue / green high intensity grade retro reflective
sheet and logo/ matters, boarder made of with similar type
of white sheeting after etching treatment of aluminum sheet
, the back side is to be painted with epoxy grey paint. The
plate is to be fixed on 40x40x5 mm angle iron frame with
help of aluminum rivets.
8.60 Providing and fixing of Precast concrete interlocking blocks

of 60mm thick manufactured from fully computerized
automatic stationery hydraulic vibro pressed machine & full
computerized automatic batching plant of class as per IS:
15658-2006. The C.C. interlocking paving blocks be laid on
average 50mm thick bed of coarse sand and the joint is to
be filled with fine sand. Laying procedure on compacted sub
base as defined. The work includes earth work in cutting of
B/T road, cutting of WBM road and disposal of
unserviceable material with all leads & lifts and stacking of
serviceable material complete job is to be executed as per
the instructions of Engineer-in-charge. The rates to be
inclusive of all lead, lifts & taxes General specification of
Blocks:
1. Shape : As specified by Engineer-in-charge

2. Tensile splitting strength and breaking load as per BS:
6717-2001
3. Colour : Grey cement natural colour
4. Variation in Dimension : Less than 1.6mm
5. Variation in thickness : Less than 3.2mm
8.60.1 50mm thick, Non traffic category, M30 Grade designation P.Sqm 572.00
blocks
8.60.2 60mm thick, Light traffic category, M35 Grade designation P.Sqm 610.00
blocks
8.60.3 80mm thick, Medium traffic category, M40 Grade P.Sqm 801.00
designation blocks
8.60.4 100mm thick, Heavy traffic category, M50 Grade P.Sqm 969.00
designation blocks
8.60.5 100mm thick, Very Heavy traffic category, M55 Grade P.Sqm 1326.00
designation blocks
8.60.6 120mm thick, Very Heavy traffic category, M55 Grade P.Sqm 1473.00
designation blocks
8.61 Fixing of Hazard marker including excavation & cement Each 139.00
concrete (1:3:6) (30x30x30cm size) in foundation, curing
complete as per specifications.
(37)
Rate (Rs.)
2024
8.62 Fixing of Bollard including excavation and laying cement Each 280.00
concrete (1:3:6) (size 45x45x30cm) in foundation & curing
complete as per specifications
8.63 Labour charges for fixing of Cat's Eye as per MoRTH Each 10.20
specification excluding cost of Cat's Eye.
8.64 Providing & fixing letters/ borders from reflective tape of
approved quality of standard width (MORTH Specification
Clause 800)
8.64.1 Providing and fixing letters Letter per 4.50
Cm Lt.
8.64.2 P & F Borders (50mm wide) Per Cm 1.02
Length
8.65 White washing of parapets, kerbs, railings, boundary stones,
guard etc. complete:
8.65.1 New surface-three coats. P.Sqm 5.60
8.65.2 Old surface-two coats. P.Sqm 5.90
8.65.3 Labour charges for white washing P.Sqm 3.60
8.66 Providing and laying marking of center line and stop line etc P.Sqm 720.00
with hot thermoplastic compound of approved quality with
type-1 glass beeds (Table-800-9) , 2.5 mm thick on road/
plain surface, including reflectorising glass beads type-2
(Table-800-10) @ 250 gms per sqm area with special
applicator machine, as per IRC:35 including cleaning the
surface of all dirt, dust and other foreign matter,
demarcation at site and traffic control involved. The finished
surface to be level, uniform and free from streaks and holes
as per clause 803 of MoRT&H Specification including all
material, labour, machinery, lighting, guarding and
maintenance of diversion.
8.67 Providing and laying marking of center line and stop line etc P.Sqm 695.00
with hot thermoplastic compound of approved quality with
type-1 glass beeds (Table-800-9) , 2.5 mm thick on road/
plain surface, without Type-2 glass beads with special
applicator machine, as per IRC:35 including cleaning the
surface of all dirt, dust and other foreign matter,
demarcation at site and traffic control involved. The finished
surface to be level, uniform and free from streaks and holes
as per clause 803 of MoRT&H Specification including all
material, labour, machinery, lighting, guarding and
maintenance of diversion.
8.68 White washing of trees 1.50 m height complete:
8.68.1 (i) Girth from 300 mm to 600 mm Each 3.30
8.68.2 (ii) Girth from 600 mm to 900 mm Each 6.50
8.68.3 (iii) Girth from 900 mm to 1800 mm Each 12.30
8.68.4 (iv) Girth above 1800 mm Each 17.90
8.69 Providing and applying 2 coats of water based cement paint P.Sqm 59.00
to unplaster concrete surface after cleaning the surface of
dirt, dust, oil, grease, efflorescence and applying paint @ of
1 liter for 2 Sqm.
8.70 Providing and applying 1-2mm thick vinayl or flex sheet duly P.Sqm 604.00
printed by computer in shades and colour as required by
engineer in charge etc. complete in all respect
8.71 Painting with superior grade enamel paint of approved

quality to give an even shade including writing littering
figuring etc. complete as per IRC standards of:-
(38)
Rate (Rs.)
2024
8.71.1 5th Km. stone Each 227.00
8.71.2 Km. Stone for ODR & MDR Each 144.00
8.71.3 200 M stone & Boundary stone Each 53.00
8.71.4 Parapets, Kerbs, railings, guide stones, guard stones, tree Each 72.00
guards & posts etc.
8.71.5 Sign Boards. Traffic Signs (Steel) Sqm 135.00
8.71.6 Water Gauges Each 92.00
8.71.7 Number of Bridge & culverts Each 111.00
8.71.8 Bollards (excluding reflective strips) Each 121.00
8.71.9 Bollards with 3 Nos reflective type 7 cm wide strips including Each 755.00
cost of providing new strips.
8.71.10 Deduct 20% in item no. 8.59.1 to 8.59.9 for old work 20.00%
8.72 Painting with superior quality road marking paint conforming
to IS 164-1951 of approved quality to even shade as per
IRC standard including traffic diversion arrangement of:-
8.72.1 Center line (only painted surface to Be measured) Sqm 61.00

8.72.2 Zebra crossing , speed breakers etc. Sqm 3.30
8.73 Lettering & figuring with enamel paint of approved quality as
per IRC standard
8.73.1 Providing and fixing letters Letter per 3.30
Cm Ht.
8.73.2 P & F Borders (50mm wide) Per Cm 1.20
Length
8.74 Barricating with Sal Ballies as per design including tying with Rmt. 85.00
vertical posts by coconut strings complete in all respect with
two horizontal members, height 1.2 m upto 1.5 m above
ground level and vertical supports upto 2.5 m center to
center and for 3 days period and removal and cleaning the
site complete in all respect. as directed by Engineer-in-
charge
8.75 S&F of Aluminium alloy Pressure Die Casted Speed Rmt. 3686.00
Breakers having Dimenstion L275mm x (W) 150 mm x (H)
30 mm Weight 1600 gm (Per Piece) with 12 Nos Glass
beats Reflectors in Silver, Black and Yello Colour Complete
as per specification.
8.76 Painting two coats after filling the surface with synthetic
enamel paint in all shades on new plastered concrete
surfaces
8.76.1 New surface Sqm 88.00
8.76.2 Old surface Sqm 79.00
(39)
CHAPTER : R-09
PIPE CULVERTS & CULVERTS
Unit
2024
9.1 Providing and laying mechanically mixed and vibrated
Cement Concrete in foundation up to a depth of 1.5 meters
below ground level and 1.50 meters above Ground/Bed
level.[MoRTH Specification : Clause 1000/1700]
9.1.1 Cement concrete 1:4:8 mix crushed stone aggregates Cum 3387.00
40mm nominal size.
9.1.2 Cement concrete 1:4:8 mix hand broken stone aggregates Cum 3422.00
20mm nominal size.
9.1.3 Cement concrete 1:3:6 mix crushed stone aggregates Cum 4013.00
40mm nominal size.
9.1.4 Cement concrete 1:3:6 mix with stone aggregate 20mm Cum 4052.00
crusher broken.
9.2 Providing and laying Plain cement concrete M15 mix with Cum 4578.00
stone aggregate 20mm nominal size mechanically mixed
and vibrated, in foundation up to a depth of 1.50 below
Ground level and or 1.50 meters above ground/bed level.
9.3 Providing and laying Plain cement concrete M15 mix with Cum 4807.00
stone aggregate 20mm nominal size mechanically mixed
and vibrated, in superstructure up to 4 meter above 1.5
meter level from Bed/Ground level.[MoRTH Specification:
Clause 1000/1700]
9.4 Providing and laying RCC M25 mix with stone aggregate Cum 5254.00
20mm (nominal size) mechanically mixed and vibrated for
RCC work in slab in superstructure up to 4 meter above 1.5
meter level from Bed/ Ground level, excluding steel
reinforcement but including centering and shuttering laid in
position.[MoRTH Specification : Clause 1000/1700]
9.5 Providing and laying Reinforced cement concrete M20 mix Cum 5081.00
with stone aggregate 20mm nominal size mechanically
mixed and vibrated for bed plates excluding steel
reinforcement but including centering and shuttering, laid in
position .[MoRTH Specification : Clause 1000/700]
9.6 Providing and fabricating steel reinforcement for R.C.C

works including cutting, bending, placing in position and
binding complete including cost of binding wire .[MoRTH
Specification : Clause 1000/1600]
9.6.1 Mild steel and medium tensile steel bars Tonne 70250.00
9.6.2 HYSD/TMT bars Tonne 71832.00
9.7 Providing and laying First class brick masonry (min.10.5 Cum 5388.00
MPa) in cement mortar 1:3 up to a depth of 1.50 meters
below ground and above 1.50m from Bed/ground level.
[MoRTH Specification : Clause 1000/1300]
9.8 Extra for brick works in superstructure up to a height 4 Cum 101.00
meters or part thereof above 1.5 meter level from
Bed/Ground level [MoRTH specification: Clause 1000/1300].
(40)
Unit
2024
9.9 Providing and laying Brick-on-edge flooring with 1st class Sqm 336.00
bricks (min.10.5 Mpa) including cement slurry in cement
sand mortar 1:4 at all levels.[MoRTH Specification : Clause
1000/1300]
9.10 Providing and laying Coursed / Random Rubble stone
masonry in cement sand mortar 1:3, in foundation up to a
depth of 1.50 meters and also 1.50 meters above Ground
/Bed level [MoRTH Specification : Clause 1000/1400]
9.10.1 Square Rubble Coursed Rubble Masonry (first sort) Cum 4974.00
9.10.2 Random Rubble Masonry Cum 4179.00
9.11 Extra for coursed/Random rubble stone masonry in Cum 148.00
superstructure up to a height of 4 meters or part thereof
above 1.50 meters from Ground /Bed level [MoRTH
9.12 Providing Cement pointing 1:3 deep grooved (cut or Sqm 77.00
weather) on brick / stone and tile work at all levels.[MoRTH
9.13 Providing Cement pointing 1:3, flush on Brick-on-edge floor Sqm 70.00
at all levels.[MoRTH Specification: Clause 1000/1300]
9.14 Plaster on new surface with cement mortar (1:3) including Sqm 125.00
racking of joint etc. complete fine finished 20mm thick.
9.15 Providing and laying reinforced cement concrete pipes N.P.4

for culverts including jointing ends and fixing collar with
cement mortar 1:2 [MoRTH Specification : Clause :
1000/2900]
9.15.1 300 mm Dia meter 3594.00
9.15.2 600 mm Dia meter 5424.00
9.15.3 900 mm Dia Meter 7972.00
9.15.4 1000 mm Dia Meter 9073.00
9.15.5 1200 mm Dia Meter 10096.00
9.16 Providing and laying Rubble stone kharanja in cement sand Cum 1890.00
mortar 1:3 in flooring at all levels [MoRTH Specification :
Clause : 1400]
9.17 Providing and laying Dry Boulder Pitching in flooring at all Cum 1109.00
levels [MoRTH Specification Clause: 2500]
9.18 Providing and filling in foundation trenches, and at the back
of abutments wing walls etc. and below pipe bed in layers
not exceeding 150mm thick including watering and
compacting, including all lead and lifts.
9.18.1 Good local sand free from earth [MoRTH Specification : Cum 761.00
Section 2100]
9.18.2 Selected granular material in filling [MoRTH Specification Cum 771.00
Clause :2100]
9.18.3 Filter media behind abutment, wing and return wall [MoRTH Cum 761.00
Specification :Clause : 2504.2.2]
9.19 Making and filling expansion joints, with bitumen fillerMeter/cm depth 1.30
(Bitumen 40 percent, asbestos 5 percent and sand 55
percent ) 12mm wide at any level. [MoRTH Specification :
Clause : 2600]
9.20 Providing and fixing pre-molded bitumen joint filler at any
level, for expansion joints including the cost of sealing
compound and priming coat.[MoRTH Specification : Clause :
2600]
(41)
Unit
2024
9.20.1 12mm wide Meter/cm 5.30
9.20.2 25mm wide Meter/cm 9.30
9.21 Reinforced cement concrete M30 mix with stone aggregate Cum 6393.00
20mm nominal size mechanically mixed and vibrated for
reinforced concrete work in superstructure at any level
excluding steel reinforcement but including centering and
shuttering laid in position [MoRTH Specification : Clause
1000/1700]
9.22 Providing and laying cement concreting including curing
compaction etc. complete using stone aggregate 20mm
nominal size mechanically mixed & vibrated in foundation
and plinth including the cost of shuttering if required.
9.22.1 M-25 grade mix 1:1:2 ( 1 cement : 1 sand : 2 graded stone Cum 5762.00
aggregate)
9.22.2 M-20 grade mix 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded Cum 5375.00
stone aggregate).
9.23 Providing and fixing precast cement concrete coping 1:2:4 Sqm 233.00
mix, 50mm thick complete as per specifications
9.23.1 Providing and laying cement concrete coping 1:2:4 mix, Sqm 211.00
50mm thick complete as per specifications
9.24 Pointing of stone masonry in cement mortar (1:3) raised & Sqm 63.00
cut pointing.
9.25 Plaster on new surface with cement mortar (1:3) including Sqm -
9.27 Random rubble stone masonry for foundation & plinth in

cement sand mortar above 30 cm thick walls
9.27.1 In cement sand mortar 1:4 Cum 3824.00
9.28 Random Rubble stone masonry for superstructure up to 4.5
Mtr. height above plinth/bed level in cement sand mortar for
above 30cm thick walls
9.29 Add extra in Item of stone masonry for walls up to 30 cm or Cum 86.00
less thickness
9.30 Providing and fixing of reinforced Ferro-Cement drain covers
designed for 'A' & 'AA' class loading duly marked on cover
with adequate steel reinforcement having thickness 75mm to
150mm anti corrosive bitumen painted M.S. plate , Rim and
M.S. lifting hooks, Admixtures like plasticizer, bond
improving compound, shrinkage, resistance compound,
abrasion resistant complete as per approved design etc.
9.30.1 For Class - 'A' loading

9.30.1.1 Span 300 to 450 mm Standard size 600x800mm Sqm 1619.00
9.30.2 For Class - 'AA' loading
(42)
Unit
2024
9.31 Deleted
9.32 Providing and laying Precast reinforced cement concrete
Box culvert section of M-40 grade designed for 'AA' class
loading as per IRC specifications including to effect of
impact, EQ etc. complete on form base of 200mm thick lean
concrete of M-10 grade with aggregate of size 40mm
nominal of following internal size the work includes required
safety measures construction of drain for diversion of flowing
water cost of design of RCC Precast Box and its proof
checking from IIT/MNIT Jaipur complete in all respect as per
specifications
9.32.1 Size 2.00 M x 2.00 M Rmt 67972.00
9.32.2 Size 1.75 M x 1.75 M Rmt 52048.00
9.32.3 Size 1.50 M x 1.50 M Rmt 38240.00
9.32.4 Size 1.50 M x 1.25 M Rmt 35424.00
9.32.5 Size 1.50 M x 1.00 M Rmt 31515.00
9.32.6 Size 1.25 M x 1.25 M Rmt 27508.00
9.32.7 Size 1.25 M x 1.00 M Rmt 27306.00
9.32.8 Size 1.00 M x 1.00 M Rmt 21358.00
9.32.9 Size 0.75 M x 0.75 M Rmt 14120.00
9.32.10 Size 0.60 M x 0.60 M Rmt 10390.00
9.33 P & P Precast dense cement concrete (Vibro-pressed) drain
section block of different size as per approved drawing and
design and strength as per IS code:2185 Part-I of grade 'D'
(5.00mm) proper quality of additive/admixture like plasticizer
etc. added to produce high quality and durable drain section
blocks of "L" shape "U" shape etc. as per approved design
and drawing complete with fixing and jointing in C.M. 1:4 in
proper grade and level complete in all respect including
earth work and disposal of surplus earth within 0.5 Km lead
(Cost of steel/welded mesh etc. shall be paid extra).
9.33.1 40mm thick Sqm 558.00

9.33.2 Up to 60mm thick Sqm 690.00
9.33.3 Up to 80mm thick Sqm 847.00
9.33.4 Up to 115mm thick Sqm 1048.00
(43)
CHAPTER : R-10
MAINTENANCE OF ROADS
Unit
2024
10.1 Restoration of rain cuts with soil, Morrum, gravel or a Cum 151.00
mixture of these including all leads and lifts and cost of
arrangement of land, clearing the loose soil, benching for
300 mm width, laying fresh material in layers not exceeding
250 mm and compacting with plate compactor or power
rammer to restore the original alignment levels & slopes
complete as per MoRTH specification Clause 3002.
10.2 Making up loss of material/ irregularities on shoulder to the Cum 46.00

design level by adding fresh approved soil with all leads &
lifts and compacting it with plate compactor complete as per
MoRTH specification Clause 3003.
10.3 Stripping excess soil from the shoulder surface including Sqm 14.60
disposal of excess earth side slopes to achieve the
approved level and compacting with plate compactor up to
75mm average depth complete as per MoRTH specification
clause 3003.
10.3.1 Repair of pot holes by Wet Mix Macadam material by Cum 1562.00
removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface,
compacting base of excavation as per clause 503, back
filling the pot holes with wet mix macadam material by
manual means as per clause 406, compacting with roller 8-
10T, trimming and finishing the surface to form a smooth
continuous surface, all as per clause 3004.
10.4 Filling pot-holes and patch repairs with open-graded premix Sqm 125.00
surfacing, 20 mm with removal of all failed material,
trimming of completed excavation to provide firm vertical
faces, cleaning of surface, painting of tack coat on the sides
and base of excavation as per Clause 503, back filling the
pot holes with hot bituminous material as per clause 511
using 60/70 grade bitumen mixed in hot mix plant 40-60
TPH capacity and carriage with all lead, compacting with 8-
10 tonne smooth wheel roller, trimming & finishing the
surface to form a smooth continuous surface, all as per
MoRTH specification Clause 3004.2
10.4.1 Filling Pot- holes and Patch Repairs with mix seal surfacing Sqm 146.00
type "B", 20mm. Removal of all failed material, trimming of
completed excavation to provide firm vertical faces, cleaning
of surface, painting of tack coat on the sides and base of
excavation as per clause 503, back filling the pot holes with
hot bituminous material as per clause 511, compacting,
trimming and finishing the surface to form a smooth
continuous surface, all as per clause 3004.2
(44)
Unit
2024
10.4.2 Filling Pot- holes and Patch Repairs with open - graded Sqm 162.00
Premix surfacing, 20mm followed by seal coat type "B".
Removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface,
painting of tack coat on the sides and base of excavation as
per clause 503, back filling the pot holes with hot bituminous
material using bitumen 80/100 as binder as per clause 511,
compacting, trimming and finishing the surface to form a
smooth continuous surface, all as per clause 3004.2
10.4.3 Filling Pot- holes and Patch Repairs with open - graded Sqm 147.00
Premix surfacing, 20mm followed by seal coat type "B"
using emulsion as binder. Removal of all failed material,
trimming of completed excavation to provide firm vertical
faces, cleaning of surface, painting of tack coat on the sides
and base of excavation as per clause 503, back filling the
pot holes with emulsion rapid setting as binder as per clause
511, compacting, trimming and finishing the surface to form
a smooth continuous surface, all as per clause 3004.2
10.5 Filling pot-holes and patch repairs with bituminous concrete, Sqm 455.00
40 mm with removal of all failed material, trimming of
completed excavation to provide firm vertical faces, cleaning
of surface, painting of tack coat on the sides and base of
excavation as per Clause 503 back filling the pot holes with
hot bituminous material using 60/70 grade bitumen @ 5.0%
of total mix & mixed in hot mix plant 40-60 TPH capacity and
carriage with all leads as per clause 509, compacting with
smooth wheel roller 8-10 tonne, trimming & finishing the
surface to form a smooth continuous surface, all as per
MoRTH specification Clause 3004.2
10.5.1 Filling pot-holes and patch repairs with semi dence Sqm 337.00
bituminous concrete, 25 mm with removal of all failed
material, trimming of completed excavation to provide firm
vertical faces, cleaning of surface, painting of tack coat on
the sides and base of excavation as per Clause 503 back
filling the pot holes with hot bituminous material using 60/70
grade bitumen @ 5% of total mix & mixed in hot mix plant 40-
60 TPH capacity and carriage with all leads as per clause
509, compacting with smooth wheel roller 8-10 tonne,
trimming & finishing the surface to form a smooth
continuous surface, all as per MoRTH specification Clause
3004.2
10.6 Filling of crack using slow- curing bitumen emulsion and R.Mtr. 3.30
applying crusher dust in cracks complete as per MoRTH
specification clause 3004.3.3
10.7 Applying crusher dust to areas of road where bleeding of Sqm 1.10
excess bitumen has occurred as per MoRTH specification
Clause 3004.4.
10.8 Removal of existing sealant and re-sealing of contraction, R.Mtr. 142.00
longitudinal or expansion joints in concrete pavement with
fresh sealant material hot poured rubberized bitumen or cold
polysulphide type as per Clause 602.2.8 with appropriate
type of primer complete as per MoRTH specification Clause
3005.2 & 2600
(45)
Unit
2024
10.9 Removal of earth from the choked hill side drain and Cum 39.50
disposing it on the valley side manually complete as per
MoRTH specification Clause 3000.
10.10 Clearance of landslides in soil and ordinary rock by a bull- Cum 57.00
dozer D 80 A-12 , 180 HP and disposal of the same on the
valley side as per MoRTH specification Clause 3000.
10.11 Clearing of landslide in hard rock requiring blasting for 50 Cum 109.00
percent of the boulders and disposal of the same on the
valley side as per MoRTH specification Clause 3000.
10.12 Labour charges for patching W.B.M. using crushed / broken Cum 166.00
aggregates including preparation of pot hole scarifying and
reshaping to the required grade and camber as per the
standard specifications, spreading of material consolidation
with 8-10 tonne power roller, spreading and consolidation of
binding material including cost of fuel and lubricants and hire
charges of T & P
10.13 Labour charges for premix patching with stone chipping
mixed with binder as per the detailed specifications including
heating of binder and aggregates, mixing of aggregated and
binder, cleaning the area of patch pot holes cut to regular
shape with vertical side removing all loose and disintegrated
material, application of tack coat as per the detailed
specifications laying of patch with 8-10 power loader
including cost of fuel and hire charges of T&P
10.13.1 Using straight run bitumen 10 Sqm 263.00

10.13.2 Using cationic emulsion 10 Sqm 239.00
10.14 Labor charges for premix patch work using mix material
from the hot mix plant including cleaning of patch pot holes
area, cutting it to regular shape vertical edges, removing all
loose and disintegrated material, application of tack coat as
per specifications laying of patching material and
compacting with power roller including cost of fuel and hire
charges of T&P and tack coat
10.14.1 Using straight run bitumen 10 Sqm 70.00
10.14.2 Using cationic emulsion 10 Sqm 60.00
10.15 Labour charges for penetration patching up to 5 cm depth 10 Sqm 482.00
semi ground including heating and spreading of binder,
cleaning the area of patch pot holes cut to regular shape
with vertical side, removing all loose and disintegrated
material, spreading and compacting of aggregate with 8-10
tonne power roller including cost of fuel and hire charges of
T&P using bitumen @ 50 kg./ 10 Sqm
10.16 Labour charges for digging out of sludge humps on black Sqm 20.90
topped surface including removal & disposing of the
dismantled material aside up to 50 Mtr. lead.
10.17 Dismantling/Digging out entire road wearing coat of deleted
bituminous surface including removal of dismantled material
aside up to 50 Mtr. lead.
10.18 Cutting of black topped surface up to 30mm depth for fixing Sqm 16.30
of Kerb/Dand stones/Medians including cleaning of surface
laying bed mortar & removal of dismantled material with all
lead & traffic diversion arrangements complete
(46)
Unit
2024
10.19 Digging out entire WBM/WMM surface including sorting out Cum 78.90
serviceable material its stacking & removal of rubbish up to
50 Mtr. lead.
10.20 Cutting WBM road and soling up to 1.5 Mtr. depth for laying Sqm 48.00
pipe line etc. & making good to original condition complete.
10.21 Providing and laying built up spray grout patching 75mm Sqm 385.00
thick in two layers (each layer consisting of spreading
aggregate (crusher broken) @0.50 cum per 10 Sqm area as
per MoRTH specifications, laying first layer after application
of tack coat @ 3.75 Kg per 10 Sqm (including cost of tack
coat) rolling with 8-10 tonne power road roller application of
first spray of binder @ 15 Kg/10 Sqm spreading & rolling of
second layer of course aggregate with 8-10 tonne power
road roller application spray of binder @ 15 Kg/10 Sqm and
laying key aggregate on the top of second layer & rolling with
8-10 tonne power road roller including heating & spraying of
binder, cleaning of the area of patch, pot holes, cut to
regular shape with vertical sides, removing all loose &
disintegrated material including cost of coarse aggregate
Key aggregate rolling & hire charges of machinery T&P fuel
bitumen etc. complete.
10.22 Cutting black topped surface up to 1.5 Mtr. depth including Sqm 447.00
all layers of crust for laying pipe line etc. & making good to
original condition (excluding cost of Bitumen)
10.23 -----do----- For paver finished surface Sqm 509.00

10.24 Cutting black topped surface up to 0.5 Mtr. depth including Sqm 441.00
all layers of crust for laying pipe line etc. for house
connection & making good the with premixed chips
(excluding cost of Bitumen).
10.25 Cutting WBM surface up to 0.5 Mtr. depth including all layers Sqm 379.00
of crust for laying pipe line etc. for house connection &
making good to original condition.
10.26 Labour charges for removal of up heaved bitumen surface
on semi-dense carpeted road surface good to original
condition
10.26.1 Up to 3 cm height Sqm 22.80
10.26.2 Above 3 to 5 cm height Sqm 26.00
10.26.3 Above 5 to 8 cm height Sqm 34.65
10.26.4 Above 8 cm height Sqm 38.40
10.27 Dressing of berms including digging of earth up to 10 cm Sqm 1.30
depth
10.28 Dismantling tile work in floors and roofs laid in cement Sqm 10.00
mortar including stacking of serviceable material and
disposal of unserviceable material within 50 Mtr. lead.
10.29 Providing and fixing steel gate grating and grills made of Kg 87.00
angles, tees, square bars or other flats black pipe with hold
fast and fittings complete as per design and drawing
including cutting welding and fabrication with priming coat of
red oxide.
10.30 Providing stone slab covering over drains including filling of Sqm 16.90
joints in cement sand mortar 1:3 with 35mm thick cement
concrete flooring 1:2:4 mix complete with good finish with
stone slab 60 to 75mm thick average.
(47)
Unit
2024
10.31 Repair of iron sign board at road side including cutting Nos. 449.00
welding and refixing as per directions but excluding painting
and lettering.
10.32 Repair of road side cuts by earthen bags using empty gunny Nos. 25.00
bag or cement bag including filling by dry sandy soil or local
dry soil, transporting and fixing properly at site as per
directions by Engineer.
10.33 Supplying of survey sheets Plan, L section, Cross sections Km 6460.00
and calculation sheets in two hard copies with soft copy
(CD), including carrying out survey at 10m interval with 1
mm staff in 30m width i.e.15 m on either side of center of
road, submission of drawings Plan, L section and cross
section including Cross sections of CD work up to culverts
plane table survey of populated area and calculation sheets
of Earth work, GSB, WMM, BM layer , SDBC layer and
earthwork for side drain as required by engineer in charge.
Work includes making of Bench marks 0.45x0.45x0.75 m
keeping 0.30m outside, plaster thereon duly painted and
marked at suitable interval or every 2Km and all T&P and
labour and material in all respect. Complete as per MoRTH
specifications.
10.34 Survey and Preparation of drawings for bridge work with Nos. 10384.00
supplying of survey sheets Plan, L section, Cross sections
and calculation sheets in two hard copies with soft copy
(CD), including carrying out survey of existing road in a
length of 1000m on either side of bridge with marking of
proposed road levels, ground level, FL etc. at suitable
interval with 1 mm staff on either side of center of road,
excavation of test pit and preparing soil log, submission of
drawings of soil log, Plan, L section and cross section, detail
working drawings of proposed bridge including drawings of
Abutment, piers, wings, retaining wall, drains, RCC deck,
railings etc. as required by engineer in charge. Work
includes making of Bench marks 0.45x0.45x0.75 m keeping
0.30m outside, plaster thereon duly painted and marked at
both side of road and all T&P and labour and material in all
respect. Complete as per MoRTH specifications.
10.35 Prividing and laying Microsurfacing course comprising of dry Sqm 154.00
(a) Fine agreegate confirming to typre III grading @
12kg/Sqm of road surface coverage of Specification as per
IRC SP-81:2008, polytmer/latest modified catonic quick
setting bitumen emulsion (having 60% binder content and
3.6% polymer (b) @ 12.5% by weight of the fine agreegate
ordinary (c) Cement @ 2% by weight of agreegate chemical
additivies (d) @ 1.5% by weight of fine agreegate and water
as per requirment. Item includes proportionate mixing and
laying by specizized microsurfacing paver and plant as per
specification and direction of Engineer in charge. as per
clause 514.
(48)
Unit
2024
10.36 Detail survey of site with total station including plane table
survey of builtup area showing road level, boundary walls,
electric poles, adjacent building / plot details, set back, other
existing structures ( temporary or permanent ), sewer lines &
septic tank, main plumbing lines, nalahs or drains water
bodies/water logging areas as may be required depending
upon the site conditions/ topography of the area including
printout on required size paper in three copies & one soft
copy of approved media
10.36.1 Rate per Km. Builtupt area less than 10% Km 8198.00
10.36.2 Rate per Hect. Builtupt area less than 10% Hect. 4099.00
10.36.3 Rate per Hect. Builtupt area 10% to 50% Hect. 8198.00
10.36.4 Rate per Hect. Builtupt area greater than 50% Hect. 16396.00
10.37 Survey of Proposed road including printout of Plan, L- Km 2531.00
Section & Cross section on A-3 size paper in three copies &
one soft copy of approved media (For L-Section levels are to
be taken at an interval of 25m on plain terrain and 10m on
rolling & at CD works) including computation of quantities of
earth work in cutting / filling as per L-Section & Cross section
10.38 Conducting Traffic Census at Traffic Count Station including Each Station 17688.00
collection of data during census, tabulation and
computerised information preparation arrangement of lighht,
furniture for sitting of two persons, installation and
maintenance of tent materials, banners sign boards etc.
during census engagement of at least metric educated two
persons per shift of eight hours etc. complete as directed by
Engineer-in-charge for a period of seven days.
10.39 Supply, placing and compacting readymade cold bituminous Per 50 Kg 419.00
pothole patching mix in accordance with IRC : 116-2014 Bag
Specifications in 50 Kg Plastic - lined sturdy bags with 10
Km. average lead for supply and 20 Km average lead for
placement. Mix Shall contain at least 5.6 % MC-800 Cut-
back bitumen and suitable anti-stripping agent. Mix shall be
workable and usable for at least 6 months. All 50 Kg. bags
shall be transported to a storage facility designated by the
Engineer. Since the mix contains volatile kerosene, sealed
bags shall not be stored in a closed building or warehouse.
No open flame or smoking shall be permitted near the
stored mix.
10.40 Clearing road side/Median open lined/ pucca drains/covered Rm 1.50
drains/piped drains including Manholes, gratings, channels
and Galis etc. of all sizes and bring them to original shape,
drainage capacity incuding disposal of sediments,
extraneous debris & vegetation growth blocking the free flow
from site outside ROW with all leads and lifts complete in all
respects as directed by the Engineer in charge and as per
Additional Maintenance Standard clause no. 6.12.1).
(Frequency of cleaning in urban areas will be quarterly
whereas in rural areas it will be twice in year i.e. before and
after monsoon).Maintenance of drain as per MoRT&H
specification clause 201 & 2800.
(49)
Unit
2024
10.41 Clearing slab/box type culvert and pipe culvert including
clearing, cleaning and reshaping of upstream and
downstream phases of these culvert with in right of way. The
job includes disposal of excess material recovered from site
including vegetation outside ROW with all leads and lifts
complete in all respects as per direction in charge
(frequency of cleaning will be one time in a year i.e. before
start of mansoon).
10.41.1 Slab/box type culvert Each 1742.00
10.41.2 pipe culvert Each 1742.00
10.41.3 minor bridge Each 2089.00
10.42 Carrying out repair to road signs including strengthening
resetting or otherwise repairing signs made out of Retro
Reflective sheets. Job includes patch repair to aluminium
sheet, R R Sheet, posts, signs / script and repainting of
posts at damaged location / positions with approved quality
of enamel paint complete in all respect conforming to
respective IRC/MOST specifications and as directed by
Engineer-in-charge.
10.42.1 Road sign Boards mounted on single post. Each 1039.00
10.42.2 Road sign Boards mounted on double post. Each 1621.00
10.42.3 Overhead gantry road sign boards Each 22097.00
10.43 Restoration work of Road Cutting of Gravel/WBM Road as Cum 926.00
per MoRTH specification with all leads.
10.44 Restoration work of Road Cutting of Bituminous Road as per Rmt. 5038.00
MoRTH specification with all leads For trench width 1 m. to
2.m..
10.45 Restoration work of Road Cutting of Bituminous Road as per Rmt. 3967.00
MoRTH specification with all leads For trench width upto 1
m..
10.46 Construction of un-reinforced, dowel jointed at expansion Cum 6348.00
and construction joint only, plain cement concrete pavement,
thickness as per design, over a prepared sub base, with 43
grade cement or any other type as per MoRTH Specification
cl. 602 (with flexural strengthe minimum 4.5 MPa) coarse
and fine aggregates conforming to IS:383, maximum size of
coarse aggregate not exceeding 31.5 mm, mixed in a
concrete mixer of not less than 0.2 cum capacity and
appropriate weigh batcher using approved mix design, laid
in approved fixed side formwork (steel channel, laying and
fixing of 125 micron thick polythene film, wedges, steel
plates including levelling the formwork as per drawing),
spreading the concrete with shovels, rakes, compacted
using needle, screed and plate vibrators and finished in
continuous operation including provision of contraction and
expansion, construction joints, applying debonding strips,
primer, sealant, dowel bars, near approaches to
bridge/culvert and construction joints, admixtures as
approved, curing of concrete slabs for 14-days with
construction methedology as per clause 602.9.7 (in areas
inaccessible to paving equipment).
using curing compound and water finishing to lines and
grade as per drawing and MoRTH Specification Clause 602
including vaccum dewatering process with all required
equipments
(50)
CHAPTER : R-11
HORTICULTURE
Unit
2024
11.1 Supply at site of work well-decayed farmyard manure, from Cum 335.00
any available source, approved by the Engineer in charge
including carriage, screening and stacking.
11.2 Supplying at site of work/store Deolied Neem Cake duly Quintal 981.00
packed in used gunny bags.
11.3 Supplying sludge duly stacked at site/store Cum 134.00
11.4 Trenching in specified soil up to a depth of 60 cm. Including
removal and stacking of serviceable materials and than
disposal by spreading and neatly leveling within a lead of 50
meters and making up the trenched area to proper levels by
filling with earth or earth mixed with sludge or/and farm-yard
manure before and after flooding with water (excluding cost
of improved earth and sludge or farm -yard manure)
11.4.1 In ordinary soil Cum 17.10

11.4.2 Extra for work in hard soils.
Note : Extra rate shall be payable for work executed in soil Cum ---
other than ordinary soil at difference of rates of excavation
in ordinary soil and respective soil under item nos. R3.1-
R3.1.2
11.5 Rough dressing the trenched ground including breaking of 100 Sqm 32.00
clouds.
11.6 Uprooting weeds from the trenched area after 10 to 15 days 100Sqm 353.00
of its flooding with water including disposal of uprooted
vegetation.
11.7 Fine dressing the ground 100 Sqm 88.00
11.8 Spreading of sludge farm-yard manure or/and good earth in Cum 13.50
required thickness (cost of sludge, farm-yard manure
or/and good earth to be paid for separately).
11.9 Mixing earth and sludge or farm-yard manure in proportion Cum 8.50
specified or as directed.
11.10 Grassing with 'Doob' grass including watering and
maintenance of the lawn for 30 days or more till the grass
forms a thick lawn free from weeds and fit for moving
including supplying good earth if needed.
11.10.1 In rows 15 cm apart in either direction. 100 Sqm 413.00
11.10.2 In rows 7.5 cm apart in either direction. 100 Sqm 557.00
11.10.3 In rows 5 cm apart in either direction. 100 Sqm 712.00
11.11 Uprooting rank vegetation and weeds by digging the area to 100 Sqm 1761.00
a depth of 60cm.removing all weeds and other growth with
roots by forking repeatedly, breaking clods, rough dressing,
flooding with water, uprooting fresh growth after 10 to 15
days and then fine dressing for planting new grass,
including disposal of all rubbish with all leads and lifts.
11.12 Filling mixture of earth and sludge farm-yard manure in the Cum 6.60
desired proportion in trenches, flooding with water and
leveling (cost of supplying earth and sludge or farm yard
manure and labour for mixing not included in this rate).
(51)
Unit
2024
11.13 Turfing slopes of old banks with rough, grassing including 100 Sqm 593.00
preparation of ground, supplying and planting doob grass
roots, 15cm apart, supplying and spreading farm yard
manure at rate of 0.18 cum per 100 Sqm and loosening soil
with kassi.
11.14 Turfing slopes of new banks with rough, grassing including 100 Sqm 474.00
preparation of ground ,supplying and planting doob grass
roots, 15cm apart, supplying and spreading farm yard
manure at rate of 0.18 cum per 100 Sqm and loosening soil
with kassi.
11.15 Making lawns, including ploughing and dragging with 100 Sqm 600.00
'Swagha'(one man with a pair of bullocks), breaking of
clods, removal of rubbish, dressing and supplying Doob
grass roots, and planting at 15cm apart, including supplying
and spreading of farm- yard manure at the rate of 0.18 cum
per 100 Sqm.
11.16 Maintenance of lawns or turfing of slopes (rough grassing) 100 Sqm 5573.00
for a period of one year including watering etc.
11.17 Turfing lawn with fine grassing including ploughing, 100 Sqm 1428.00
dressing including breaking of clods, removal of rubbish,
dressing and supplying and spreading of farm yard manure
at rate 0.60 cum per 100 Sqm.
11.18 Maintenance of lawns with fine grassing for the first year 100 Sqm 7135.00
including watering etc.
11.19 Planting permanent hedges including digging of trenches 100 Meters 16386.00
60cm wide and 45cm deep refilling the excavated earth
mixed with farm yard manure supplied at the rate of 4.65
cum per 100 meters and supplying and planting hedge
plants at 30 cm apart.
11.20 Maintaining the hedges for the first two years including
watering etc. complete.
11.20.1 For first year Meters 86.00
11.20.2 For second year Meters 71.00
11.21 Digging holes in all kinds of soil and refilling the same with
the excavated earth mixed with well decayed farm yard
manure (cost of well decayed farm yard manure to be paid
separately).
11.21.1 Hole 1.2 mm dia and 1.2m deep One hole 49.00
11.21.2 Hole 0.6 m dia and 0.6 m deep Each 22.00
11.22 Planting & maintenance of shrubs.
11.22.1 Planting of Shrubs in central verge where verge is 3.0
meters and above (600 shrubs in two rows in one Km).
11.22.1.1 Planting shrubs in central verge. Meter 27.00
11.22.1.2 Maintenance of Shrubs in Central verge for one year by the Meter 154.00
contractor including of pits watering as per requirement,
preparation of Thavala, Hoeing, weeding etc. & application
of insecticieds with material etc. & security etc complete in
all respect including cost of material, T&P, labour,
transportation etc. all. If the plant/Shrubs die during
maintenance, contractor has to replace same height plant
at his own cost.
11.22.2 Shrubs in central verge where verge is less than 3.0 meters
with one row of 300 shrubs in one Km.
11.22.2.1 Planting shrubs Meter 14.00
(52)
Unit
2024
11.22.2.2 Maintenance of Shrubs in Central verge for one year by the Meter 81.00
contractor including of pits watering as per requirement,
preparation of Thavala, Hoeing, weeding etc. & application
of insecticieds with material etc. & security etc complete in
all respect including cost of material, T&P, labour,
transportation etc. all. If the plant/Shrubs die during
maintenance, contractor has to replace same height plant
at his own cost.
11.23 Renovating lawns including weeding, chilling the grass, 100 Sqm 977.00
forking the ground, top dressing with forked soil, watering
and maintaining the lawns for 30 days or more till the grass
forms a thick lawn, free from weeds and fit for moving,
Disposal of rubbish as directed, including supplying good
earth, if needed; but excluding the cost of well decayed
farm-yard manure.
11.24 Half brick circular tree guard in second class bricks, internal Each 758.00
dia 1.25 meters, and Ht. 1.2 meter above ground and 0.2
meters below ground, bottom two course laid dry and top
three courses in cement mortar 1:6 (1 Cement, 6 Sand) and
the intermediate courses being in dry honey comb masonry,
as per design, complete.
11.25 Edging with 2nd class bricks laid dry length wise including Meter 17.00
excavation refilling, consolidating with and packing and
spreading nearby, the surplus earth within lead of 50
meters.
11.26 Making tree guard 53 cm dia and 1.3 m high as per design Each 336.00
from empty bitumen drums(supplied by the department at
stock issue rate) including providing and fixing 2 nos. M.S
sheet rings 50 x 0.5 mm with rivets, complete in all
respects.
11.27 Making tree guard 53cm dia and 2 m high as per design Each 600.00
from empty bitumen drums (supplied by the department at
stock issue rate) including providing and fixing four legs 40
cm long of 30 x 3 mm M.S. Flat riveted to tree guard and
providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm
with rivets complete in all respects.
11.28 Providing and fixing Wrought iron and Mild steel welded Quintal 6801.00
work (using flats, square bars, tees and channel grills,
grating) frames, gates and tree guards of any size and
design etc. including cost of screens and welding rods or
bolts and nuts, complete, fixed in position but without the
cost of excavation and concrete for fixing which will be paid
separately.
11.29 1.2 meters high fencing with 1.65 meters posts placed at Meter 28.00
every 2.5 to 3 meters apart embedded in cement concrete
blocks and every tenth post to be strutted, provided with 4
horizontal lines of G.I. barbed wire, weighing 9.34 Kg per
100 meters (minimum) and fixed wit G.I. staples, ties to
6mm bar with binding wire or by providing cut, including
drilling holes in the post, complete( excluding the cost of the
post, earthwork and concrete which is payable extra in the
respective item).
(53)
Unit
2024
11.30 Procurement of plant from nursury having age not less than Plant 133.00
2 year and 1.5 m height, loading, unloading, transportatin
and planting in pit icluding Making of cresent shaped
thanvala, having 45cm radious, around planted or natural
plants in clayey loam soil etc complete of species as
directed by the Engineer In charge
11.31 Maintenance of plants in 1st year by the contractor including Plant 68.00
of pits watering (twice a month) preparation of Thavala, P.Month
Hoeing, weeding etc. & application of insecticieds with
material etc. & security etc complete in all respect including
cost of material, T&P, labour, transportation etc. all. If the
plant die during maintenance, contractor has to replace
same height plant at his own cost.
11.32 Maintenance of plants in 2nd year by the contractor Plant 59.00

including of pits watering (twice a month) preparation of P.Month
Thavala, Hoeing, weeding etc. & application of insecticieds
with material etc. & security etc complete in all respect
including cost of material, T&P, labour, transportation etc.
all. If the plant die during maintenance, contractor has to
replace same height plant at his own cost.
(54)
CHAPTER R-12
FOUNDATIONS
2024
12.1 Earth work in excavation for foundation of structure
complete with all lift, dewatering shoring and shuttering
etc. .including refilling of trenches in 25.mm layers,
ramming, watering and disposal of surplus soil within a
lead of 1000 meters, as per drawing and technical
specification.[MoRTH Specification : Clause : 304]
12.1.1 In ordinary Soil [MoRTH Specification : Clause : 301]
12.1.1.1 Depth up to 3m Cum. 132.00

12.1.1.2 Above 3m to 6m depth Cum 171.00
12.1.1.3 Above 6m depth Cum 228.00
12.1.2 In hard Soil [MoRTH Specification : Clause : 301]
12.1.2.1 Depth up to 3m Cum 166.00
12.1.2.2 Above 3m to 6m depth Cum 208.00
12.1.2.3 Above 6m depth Cum 279.00
12.1.3 In Ordinary/Soft rock [MoRTH Specification: Clause : 301]
12.1.3.1 If blasting is resorted to [MoRTH Specification : Clause : Cum 324.00

302]
12.1.3.2 If blasting is not resorted to Cum 805.00
12.1.4 In hard rock (requiring blasting) [MoRTH Specification : Cum 476.00
Clause :301,302]
12.1.5 In Hard rock (blasting prohibited) [MoRTH Specification : Cum 1577.00
Clause :303]
12.1.6 In Marshy soil up to 3m.depth. [MoRTH Specification : Cum 319.00
Clause : 301]
12.1.7 Add Extra for dewatering if required :
12.1.7.1 Depth up to 3m Cum 10%
12.1.7.2 Depth 3 to 6m Cum 20%
12.1.7.3 Depth above 6m Cum 30%
12.2 Sand filling and compaction by mechanical means in Cum 1602.00
foundation trenches, in 150mm layers, with all lead and
lift, as per drawing and technical specification, to achieve
field density. [MoRTH Specification : Clause : 304]
12.3 Back filling behind abutment, wing wall and return wall, in
150mm layers, with mechanical compaction, complete
with all lead and lift, as per drawing and technical
specification. [MoRTH Specification : Clause : 304]
12.3.1 Gravelly material Cum 921.00

12.3.2 Sandy material Cum 1093.00
12.4 Filter medium behind abutment, wing wall and return wall, Cum 818.00
complete as per drawing and technical specification.
[MoRTH Specification : Clause: Clause:2504].
(55)
2024
12.5 Brick masonry work in cement mortar 1:3, with Cum 5388.00
mechanical mixer, in foundation (at any level) complete,
including all scaffolding etc., excluding pointing and
plastering, as per drawing and technical specification.
[MoRTH Specification : Section 1000,1300]
12.6 Stone masonry work in cement mortar 1:3 with

mechanical mixer for foundation (any level) complete,
including all scaffolding etc., excluding pointing and
plastering as per drawing and technical specification.
[MoRTH Specification: Section 1000,1400]
12.6.1 Coursed Rubble Masonry (first sort) Cum 4974.00
12.6.2 Random Rubble Masonry (coursed/un-coursed). Cum 4179.00
12.7 Structural cement concrete (Design Mix) in open
foundations, with form work, at any level.
Cement concrete for plain/reinforced concrete in open
foundation as per drawing and technical specification.
[MoRTH Specification : Section 1700(N)&1500(N)]. Using
Batching Plant, Transit Mixture, and Concrete Pump.
12.7.1 P.C.C.M-15 grade Cum 4278.00

12.7.2 P.C.C.M-20 grade Cum 4382.00
12.7.3 P.C.C.M-25 grade Cum 4740.00
12.7.4 P.C.C.M-30 grade Cum 4768.00
12.7.5 R.C.C.M-20 grade Cum 4382.00
12.7.6 R.C.C.M-25 grade Cum 5254.00
12.7.7 R.C.C.M-30 grade Cum 5488.00
12.7.8 R.C.C.M-35 grade Cum 5572.00
12.7.9 R.C.C.M-40 grade Cum 4881.00
12.8 Providing and laying cutting edge of mild steel for well Tonne 101189.00
foundation at designed level complete as per drawing
technical specification :[MoRTH Specification : Section :
1200(N) & 1900(N)]
12.9 Plain/reinforced Cement concrete for well foundations at
designed level, complete with form work, as per drawing
and technical specification. Using Batching Plant, Transit
Mixture, and Concrete Pump.
Structural Concrete (Design mix) in well foundations
[MoRTH Specification: 1200(N), 1500(N),1700(N)]
12.9.1 Well Curb , including formwork etc.
12.9.1.1 R.C.C M-20 grade Cum 5057.00
12.9.1.2 R.C.C.M-25 grade Cum 5740.00
12.9.1.3 R.C.C.M-35 grade Cum 5908.00
12.9.2 Well steining, including formwork etc.
12.9.2.1 P.C.C.M-15 Grade Cum 4842.00
12.9.2.2 P.C.C.M-20 Grade Cum 5335.00
12.9.2.3 R.C.C.M-20 Grade Cum 5375.00
12.9.2.4 P.C.C.M-25 Grade Cum 5026.00
12.9.2.5 R.C.C.M-25 Grade Cum 5261.00
12.9.2.6 P.C.C.M-30 Grade Cum 5067.00
12.9.2.7 R.C.C M-30 Grade Cum 5095.00
12.9.2.8 R.C.C M-35 Grade Cum 5416.00
12.9.2.9 R.C.C M-40 Grade Cum 5480.00
12.9.3 Bottom plug, including forming sump, protective bounds,
chiseling etc.
12.9.3.1 P.C.C.M-20 grade Cum 4704.00
(56)
2024
12.9.3.2 P.C.C.M-25 grade Cum 4940.00
12.9.3.3 P.C.C.M-30 grade Cum 4987.00
12.9.3.4 P.C.C.M-35 grade Cum 5088.00
12.9.4 Intermediate plug, include extra protective works and
dewatering etc.
12.9.4.1 P.C.C.M-20 grade Cum 4510.00
12.9.4.2 P.C.C.M-25 grade Cum 4735.00
12.9.4.3 P.C.C.M-30 grade Cum 4780.00
12.9.5 Top plug in Plain Cement Concrete, including extra
protective works and dewatering etc.
12.9.5.1 P.C.C.M-15 grade Cum 4402.00
12.9.5.2 P.C.C.M-20 grade Cum 4850.00
12.9.5.3 P.C.C.M-25 grade Cum 4569.00
12.9.5.4 P.C.C.M-30 grade Cum 4606.00
12.9.6 Well cap
12.9.6.1 R.C.C.M-20 grade Cum 4337.00
12.9.6.2 R.C.C.M-25 grade Cum 4781.00
12.9.6.3 R.C.C.M-30 grade Cum 4793.00
12.9.6.4 R.C.C.M-35 grade Cum 4881.00
12.9.6.5 R.C.C.M-40 grade Cum 5168.00
12.10 Sinking of well, true and vertical, through all types of soil
and rock (other than pneumatic method of sinking),
complete as per drawing and technical
specification.[MoRTH Specification : 1200(N)]
12.10.1 Well of 6m external diameter
12.10.1.1 In Sandy soil)
12.10.1.1.1 Depth from 0-3 meters from cutting edge level. Meter 4279.00
12.10.1.1.2 Beyond 3m up to 10m.depth, Meter 6117.00
12.10.1.1.3 Beyond 10m up to 20m depth : Add 5% for every Meter 5%
additional meter depth of sinking over the rate of sinking
for the previous meter.
12.10.1.1.4 Beyond 20m up to 30m depth: Add 7.5% for every Meter 7.50%
for the previous meter
12.10.1.1.5 Beyond 30m up to 40m depth: Add 10% for every Meter 10%
12.10.1.1.6 Kent ledge(supports, loading arrangement, labour etc.) Meter 20%
12.10.1.1.7 Add for dewatering if required

12.10.1.1.7.1 Depth up to 3m Meter 5%
12.10.1.1.7.2 Depth 3 to10m Meter 5%
12.10.1.1.7.3 Depth above 10m Meter 5%
12.10.1.2 In Clayey soil.(Well of 6m. External diameter)
(57)
2024

12.10.1.2.7.2 Depth 3 to10m Meter 5%
12.10.1.3 In Soft rock. .(Well of 6m. External diameter)
12.10.1.3.2 Beyond 3m up to 10m depth : Add 5.00% for every Meter 5%
12.10.1.3.3 Beyond 10m up to 20m depth : Add 7.5% for every Meter 7.50%
12.10.1.3.4 Beyond 20m up to 30m depth: Add 10.00% for every Meter 10%

12.10.1.3.7.2 Depth 3 to10m Meter 5%
12.10.1.4 In Hard Rock.(Well of 6m. External diameter)

12.10.1.4.7.2 Depth 3 to10m Meter 5%
12.10.2.1 In Sandy soil) . (Well of 7m. External diameter)
(58)
2024

12.10.2.1.7.2 Depth 3 to10m Meter 5%

12.10.2.2.7.2 Depth 3 to10m Meter 5%

12.10.2.3.7.2 Depth 3 to10m Meter 5%
(59)
2024

12.10.2.4.7.2 Depth 3 to10m Meter 5%

12.10.3.1.7.2 Depth 3 to10m Meter 5%

12.10.3.2.7.2 Depth 3 to10m Meter 5%
(60)
2024

12.10.3.3.7.2 Depth 3 to10m Meter 5%

12.10.3.4.7.2 Depth 3 to10m Meter 5%

12.10.4.1.7.2 Depth 3 to10m Meter 5%
(61)
2024

12.10.4.2.7.2 Depth 3 to10m Meter 5%

12.10.4.3.7.2 Depth 3 to10m Meter 5%

12.10.4.4.7.2 Depth 3 to10m Meter 5%
(62)
2024

12.10.5.1.7.2 Depth 3 to10m Meter 5%

12.10.5.2.7.2 Depth 3 to10m Meter 5%

12.10.5.3.7.2 Depth 3 to10m Meter 5%
(63)
2024

12.10.5.4.7.2 Depth 3 to10m Meter 5%

12.10.6.1.7.2 Depth 3 to10m Meter 5%

(64)
2024
12.10.6.2.7.2 Depth 3 to10m Meter 5%

12.10.6.3.7.2 Depth 3 to10m Meter 5%

12.10.6.4.7.2 Depth 3 to10m Meter 5%
(65)
2024

12.10.7.1.7.2 Depth 3 to10m Meter 5%

12.10.7.2.7.2 Depth 3 to10m Meter 5%
12.10.7.3 In Soft rock.

12.10.7.3.7.2 Depth 3 to10m Meter 5%
(66)
2024

12.10.7.4.7.2 Depth 3 to10m Meter 5%
12.11 Sand filling with compaction in wells complete as per Cum 1602.00
level on drawing and technical specification. [MoRTH
Specification : Clause 1207(N)]
12.12 Providing and laying Steel reinforcement at any level in
foundation complete as per drawing and technical
Specification.[MoRTH Specification : Section: 1600(N)]
12.12.1 HYSD bar reinforcement Tonnes 71832.00

12.12.2 Mild Steel reinforcement Tonnes 70250.00
12.13 Pneumatic sinking of wells complete as per drawing and Lump Sum 42861.00
technical specification.[MoRTH Specification : Section
1200(N)]
12.14 Providing structural steel liner for curbs and seining for Tonnes 92311.00
wells including fabricating and setting out as per detailed
drawing .[MoRTH Specification : Section
1200(N)&1900(N)]
12.15 Bored cast-in-situ R.C.C. pile with design mix concrete
using batching plant, transit mixer and concrete pump,
excluding reinforcement complete as per drawing and
technical specifications and removal of excavated earth
with all lifts and lead upto 1000 m. as per clause 1100,
1600 & 1700 of MoRT&H Specification including all
material, labour and machinery. .
12.15.1 750 mm Dia piles (excluding reinforcement)

12.15.1.1 Concrete M25 in R.C.C (Design mix) Meter 4920.00
12.15.2 1000mm Dia pile (excluding reinforcement)
12.15.3 1200mm Dia piles (excluding reinforcement)
12.16 Reinforced cement concrete in pile cap complete at all
levels with steel formwork etc. as per drawing and
technical specification. Using Batching Plant, Transit
12.16.1 Design mix concrete. [MoRTH Specification :
1100(N),1500(N), 1700(N)]
12.16.1.1 M20 grade Cum 4381.00
12.16.1.2 M25 grade Cum 4804.00
12.16.1.3 M30 grade Cum 4858.00
12.16.1.4 M35 grade Cum 4970.00
12.16.1.5 M40 grade Cum 8320.00
(67)
2024
12.16.2 If the bottom level of pile cap is below the water table, 0 20%
add20% extra for under water concreting/ dewatering/
shoring, [MoRTH Specification: 1100(N),1500(N),
1700(N)]
12.16.3 If the pile cap rests on ground add for leveling course. Cum 4355.00
[MoRTH Specification : 100(N),1500(N),1700(N)]
12.17 Driven cast-in-place true and vertical R.C.C piles
complete as per drawing and technical
specification.[MoRTH Specification : Section :
1100,1600,1700 (N)]
Concrete M35 in R.C.C (Design mix)
12.17.1 750 mm Dia piles Meter 3616.00
12.17.2 1000mm Dia piles Meter 5839.00
12.17.3 1200 mm Dia piles Meter 8519.00
12.18 Driven precast true and vertical R.C.C piles complete as
per drawing and technical specification.[MoRTH
Specification : Section : 1100,1600,1700 (N)]
12.19 Steel Reinforcement for Board/Cast-in situ piles as per
design (Rate may taken from the relevant item of
reinforcement in foundation work)
12.19.1 H Y S D steel Tonne 71832.00
12.19.1 Mild Steel. Tonne 70250.00
12.20 Load testing of piles.
12.20.1 Initial and routine test for vertical load testing. Tonne load 981.00
12.20.2 For lateral load testing of pile Each pile 34706.00
12.21 Non destructive integrated testing of cast-in-situ pile using Each 1960.00
pile deriving analyzer or equivalent as detailed in
specification and as approved by engineer
12.22 Providing and arranging dynamic load test for checking Each 111078.00
the load bearing capacity of pile as detailed in
specification and as approved
by Engineer as per ASTM D4945 including of analysis
and report submission including all labour, material,
machinary. This include
preparation of hammer, crane, build up of pile head,
plywood, steel plates etc.
12.23 Providing, arranging and conducting sonic logging test on Each 10454.00
RC bored piles using cross holes sonic logging analyzer
and submission of report.
(68)
CHAPTER : R-13
SUB STRUCTURE
2024
13.1 Brick Masonry work in cement mortar 1:3 for substructure
complete, with scaffolding, excluding pointing and plastering,
as per drawing and technical specification. [MoRTH
Specification: Section 1300].
13.1.1 Up to 5 meter height Cum 5336.00
13.1.2 For height above 5 meters Cum 5389.00
13.2 Stone masonry work in cement mortar 1:3 for substructure
complete, with scaffolding excluding pointing and plastering
as per drawing and technical specification [MoRTH
Specification: Section 1400]
13.2.1 Coursed Rubble Masonry (Ist sort)
13.2.1.1 Up to 5 meter height Cum 4376.00
13.2.1.2 For height above 5 meter Cum 4420.00
13.2.2 Random Rubble masonry (coursed/un-coursed)
13.2.2.1 Up to 5 meter height Cum 4388.00
13.2.2.2 For height above 5 meter Cum 4432.00
13.3 Structural Cement concrete for plain concrete/ reinforced
concrete for substructure at any level, complete as per
drawing and technical specification. Using Batching Plant,
Transit Mixture, and Concrete Pump.
13.3.1 Design mix concrete- [MoRTH Specification: Clause
1500(N), & 1700(N)] P.C.C
13.3.1.1 P.C.C.M15 grade
13.3.1.1.1 Up to 5 meter height Cum 4265.00
13.3.1.1.2 For 5m to 10m height Cum 4308.00
13.3.1.1.3 Above 10m height Cum 4351.00
13.3.1.2 P.C.C.M.20 grade
13.3.1.3 P.C.C.M25 grade
13.3.1.4 P.C.C.M.30 grade
13.3.2 Design mix concrete - [MoRTH Specification : Clause
1500&1700] R.C.C
13.3.2.1 R.C.C.M20 grade , including formwork.
13.3.2.2 R.C.C.M25 grade, including formwork.
13.3.2.3 R.C.C.M30 grade, including formwork
(69)
2024
13.3.2.4 R.C.C.M35 grade
13.3.2.5 R.C.C.M40 grade
13.4 Pointing of any design with cement mortar (1:3)on Brick / Sqm 63.00
Stone work in substructure at any height [MoRTH
Specification: Clause 1309]
13.6 Steel reinforcement in substructure complete.[MoRTH

Specification : Section 1600(N)]
13.6.1 HYSD bar reinforcement Tonne 71986.00
13.6.2 MS reinforcement Tonne 68859.00
13.7 Supplying, fitting and fixing in position true to line and level onne Capaci 336.00
Cast Steel Rocker Bearing confirming to IRC:83 (Part-I -
Section IX) complete including all accessories as per drawing
and technical specification. [MoRTH Specification : Section
:2000(N)]
13.8 Supplying fitting and fixing in position true to line and level onne Capaci 513.00
Forged Steel Roller Bearing confirming to IRC:83 (Part-I-
Section IX) complete including all accessories as per drawing
and technical specification. [MoRTH Specification Section
2000(N)]
13.9 Supplying fitting and fixing in position true to line and level onne Capaci 621.00
Sliding Plate Bearing with PTFE surface sliding on stainless
steel complete including all accessories as per drawing and
technical specification and BS:5400, Section 9.1 &9.2 (for
PTFE) [MoRTH Specification Section 2000 (N)
13.10 Supplying fitting and fixing in position true to line and level, Cm3 1.30
Elastomeric Bearing confirming to IRC: 83 (Part II-Section
IX) complete including all accessories as per drawing and
technical specification.[MoRTH Specification Section
2000(N)]
13.11 Supplying fitting and fixing in position true to line and level, onne Capaci 736.00
POT-PTFE Bearing suitable for biaxial movement as per
drawing and BS:5400 Sections 9.1 & 9.2 [MoRTH
Specification Section 2000(N)]
13.12 Supplying fitting and fixing in position true to line and level, onne Capaci 630.00
Sliding Plate Bearing with stainless steel plate sliding on
stainless steel plate with mild steel matrix [MoRTH
Specification : Section 2000(N)]
13.13 Providing A.C pipe Weep holes 100mm dia in Masonry/Plain Meter 122.00
Concrete/.Reinforced Concrete abutment, wing wall/return
wall complete as per drawing and technical
specification.[MoRTH Specification Clause 2205]
(70)
2024
13.14 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Meter 121.00
Concrete/.Reinforced Concrete abutment, wing wall/return
wall complete as per drawing and technical
specification.[MoRTH Specification Clause 2205]
13.15 Providing and laying Expansion Joint complete as per

drawing and technical specification
13.15.1 With 20mm thick Galvanized mild steel plate.[MoRTH Meter 2391.00
Specification : Section 2100(N), 2600(N)]
13.15.2 Providing & fixing 2 mm thick corrugated copper plate in Meter 3799.00
expansion joint complete as per drawing & Technical
Specification.
13.15.3 Providing & fixing 20 mm thick compressible fibre board in Meter 198.00
expansion joint complete as per drawing & Technical
Specification.
13.15.4 Providing & Fixing in position 20mm thick moulded joint filler Meter 138.00
in expansion joint complete.
13.15.5 Providing and filling joint sealing compound -Coarse sander per Cms d 26.00
with bitumen (6% by weight)
13.16 Providing and laying of an elastomeric slab steel expansion Meter 17545.00
joint, catering to right or skew (less than 20 deg., moderately
curved with maximum horizontal movement upto 50 mm,
complete as per approved drawings and standard
specifications to be installed b
13.16.1 Providing and laying of compression seal joint consisting of Meter 4096.00
steel armoured nosing at two edges of the joint gap suitably
anchored to the deck concrete and a preformed chloroprene
elastomer or closed cell foam joint sealer compressed and
fixed into the jo
13.16.2 Providing and laying of a strip seal expansion joint catering to Meter 15124.00
maximum horizontal movement upto 70 mm, complete as
per approved drawings and standard specifications to be
installed by the manufacturer/supplier or their authorised
representative ensuring
13.16.3 Modular Strip / Box Seal Joint

13.16.3.1 Providing and laying of a modular strip Box seal expansion Meter 14016.00
joint including anchorage catering to a horizontal movement
beyond 70 mm and upto 140mm, complete as per approved
drawings and standard specifications to be installed by the
manufacturer/supplier
13.16.4 Modular Strip / Box Seal Joint

13.16.4.1 Providing and laying of a modular strip box seal expansion Meter 16163.00
joint catering to a horizontal movement beyond 140mm and
upto 210mm, complete as per approved drawings and
standard specifications to be installed by the
manufacturer/supplier or their authorised
(71)
2024
13.17 Construction of Reinforced Earth Wall with valid certification Sqm 5830.00
for specific purpose with drawing and design of precast RE
panels minimum M-35 grade & thickness 200mm. The
construction included levelling pad, supply & installation of
reinforcing element, EPDM, tail piece of special type
consisting of high density polythene sheet Geogrid material
and all accessories as per technical specification including
testing at Peak load. (scope of work includes designing,
proof checking, approval, casting in yard, curing, storing,
transporting, lifting, placing in position, erection with all
necessary fastner etc. complete including cost of all
necessary accessories) as per MoRTH Cl 3100
13.18 Construction of Reinforced Earth Wall with valid certification Sqm 5432.00
for specific purpose with drawing and design of precast RE
Blocks minimum M-35 grade & thickness 200mm. The
construction included levelling pad, supply & installation of
element (blocks), EPDM, tail piece of special type consisting
of high density polythene sheet Geogrid material and all
accessories as per technical specification including testing at
Peak load. (scope of work includes designing, proof
checking, approval, casting in yard, curing, storing,
transporting, lifting, placing in position, erection with all
necessary fastner etc. complete including cost of all
necessary accessories).as per MoRTH Cl 3100
(72)
CHAPTER : R-14
SUPERSTRUCTURE
2024
14.1 Structural Cement concrete for reinforced
concrete/PSC in superstructure complete including
steel formwork, scaffolding etc. as per drawing and
technical specification. Using Batching Plant, Transit
Design mix concrete [MoRTH Specification
1500(N)&1700(N)]
14.1.1 M 20 grade
14.1.1.1 Solid slab superstructure
14.1.1.1.1 Height up to 5m Cum 5004.00
14.1.1.1.2 Height from 5m to 10m Cum 5213.00
14.1.1.1.3 Height above 10m Cum 5421.00
14.1.1.2 T-beam and slab Superstructure
14.1.1.2.1 Height up to 5m Cum 5213.00
14.1.2 M 25 grade
14.1.2.1.1 Height up to 5m Cum 5499.00
14.1.2.2.1 Height up to 5m Cum 5728.00
14.1.3 M 30 grade
14.1.3.1.1 Height up to 5m Cum 5564.00
14.1.3.2.1 Height up to 5m Cum 5795.00
14.1.4 M 35 grade
14.1.4.1.1 Height up to 5m Cum 5596.00
14.1.4.2.1 Height up to 5m Cum 5833.00
14.1.4.3 Box girder and balanced cantilever superstructure
14.1.4.3.1 Height up to 5m Cum 6544.00
14.1.5 M 40 grade
14.1.5.1 Solid slab/Voided slab superstructure
14.1.5.1.1 Height up to 5m Cum 5889.00
(73)
2024
14.1.5.2 T-beam, slab , precast girders and slab for
Superstructure including transportation and launching
up to 40m span.
14.1.5.2.1 Height up to 5m Cum 6139.00
14.1.5.3.1 Height up to 5m Cum 6887.00
14.1.6 M 45 grade
14.1.6.1 Solid slab/Voided slab superstructure
14.1.6.1.1 Height up to 5m Cum 6092.00
14.1.6.2 T-beam, slab , precast girders and slab for
Superstructure including transportation and launching
up to 40m span.
14.1.6.2.1 Height up to 5m Cum 6355.00
14.1.6.3.1 Height up to 5m Cum 7142.00
14.1.7 M 50 grade ( PSC )
14.1.7.1.1 Height up to 5m Cum 7341.00
14.1.8 M 55 grade (PSC )
14.1.8.1.1 Height up to 5m Cum 7735.00
14.2 Providing and laying HYSD bar reinforcement at any Tonne 73247.00
level in superstructure complete as per drawing and
technical specification .[MoRTH Specification 1600(N)]
14.3 Providing and laying High tensile steel wires/strands at Tonne 163270.00
any level including all accessories for stressing,
stressing operations and grouting complete as per
drawing and technical specification.[MoRTH
Specification 1800(N)]
14.4 Reinforced cement concrete wearing coat at any level
including formwork and reinforcement completed as
per drawing and technical specification. [MoRTH
Specification 2202(N),1500(N)&1700(N)]
14.4.1 M 30 grade Cum 8755.00

14.4.2 M 35 grade Cum 8843.00
14.4.3 M 40 grade Cum 8931.00
(74)
2024
14.5 Providing and laying 12mm thick bitumen mastic (SMA) Sqm 317.00
wearing coat with bitumen of grade S35 as per Table
500-35, 14-17% by weight on prepared base including
the coarse aggregate as per table 500-29, and lime
stone powder as filler, complete including tack coat.
[MoRTH specification clause 515]
14.6 Providing and laying reinforced Cement Concrete grade

M30 design mix railing complete as per drawing and
technical specification. [MoRTH Specification:
1500,1600&1700]
14.6.1 Pre-cast R.C.C railing Meter 1822.00
14.6.2 Cast in situ Meter 1763.00
14.7 Providing and fixing Mild steel railing, galvanized or Meter 3662.00
painted, complete as per drawing and technical
specification. [MoRTH Specification: 1900(N) &
2703(N)]
14.8 PCC M-15 grade leveling course below approach slab Cum 4402.00
complete as per drawing and MoRTH specifications
clause 14.10.
14.9 Reinforced cement concrete approach slab including
reinforcement and formwork complete as per drawing
and MoRTH specifications section 1500, 1600, 1700,
2704.
14.9.1 M 30 grade Cum 8387.00
14.9.2 M 35 grade Cum 8471.00
14.9.3 M 40 grade Cum 8556.00
14.10 P&F on culverts/ bridges deck rain water spouts made Each 2048.00
of cast iron as per MoRTH specification complete
14.11 PSL item epoxy

14.11.1 Providing anticorrosive treatment to heeds Tonne 15122.00
reinforcement with fusion bonded epoxy coating the
rate includes cost of anticorrosive coating including cost
of powder, sand blasting, cleaning, induction, heating
,depreciation of machinery etc. wastage in cut length of
bars, provision of wooden battens between rows of
coated bars, cover to work bush pains/bar bending
machines etc.-for bars of 20mm to 32 mm diameter-
confirming to IS 13620-1993
14.11.2 Providing anticorrosive treatment to heeds Tonne 21300.00
reinforcement with fusion bonded epoxy coating the
rate includes cost of anticorrosive coating including cost
of powder, sand blasting, cleaning, induction, heating
,depreciation of machinery etc. wastage in cut length of
bars ,provision of pic coating on binding wire ,provision
of wooden battens between rows of coated bars, cover
to work bush pins/bar bending machines etc. for bars of
10mm to 16mm diameter-confirming to IS 136-1993.
(75)
2024
14.12 Providing and fixing G.I. Pipes railing of 80 mm dia. metre 1239.00
(Class B) over brackets of 16 mm thick MS plate with
200 mm at bottom & 120 mm at top with 200 mm
height welded to 16 mm thick MS Plates of size 200 X
175 anchored with 400 mm long 4-12 mm dia.steel
bars at the top of RCC crash barrier @1.0m c/c
including fixing arrangement as per the drawing, clause
800 of MoRTH specification and as per the direction of
the Engineer.
14.13 Load testing of one or more spans of bridge as
selected by the Engineer as per approved load test
procedure following relevant IS/IRC/Railway codes with
contractor’s labour, deflection measuring instruments,
loading materials, recoding and analyzing the load
testing results including all lead & lift, etc. complete as
required. The rates are all inclusive and will be paid
after load test is finished and girder is cleared of the
kentledges /loading material etc. The load shall be 1.25
times the stipulated design load Based on Design load
& not span (Load = 200 T)
14.13.1 For span design load upto 100 MT. per test 233046.00
14.13.2 Extra for increase of 100 MT or part thereof in the span r 100 Tper test 29131.00
load capacity upto 800 MT.
14.14 Providing, precasting, transportation and placing in

position at all level precast specified grade PSC
girders complete as per drawing and clause 1800 &
2300 of MoRT&H specifications including all material,
labour, grouting, machinery including suitable crane
etc.
14.14.1 RCC M-40 cum 24772.00

14.14.2 RCC M-45 cum 24921.00
14.14.3 RCC M-50 cum 25070.00
14.15 Providing, precasting, transportation and placing in
position at all level specified grade PSC girders as per
drawing and clause 1800 & 2300 of MoRT&H
specifications (excluding cost of reinforcement, HTS
strands and pre-stressing) including all material, labour,
grouting, machinery including suitable crane etc.
14.15.1 RCC M-40 cum 18350.00

14.15.2 RCC M-45 cum 18499.00
14.15.3 RCC M-50 cum 18648.00
(76)
2024
14.16 Fabrication, Welding, Riveting, olting by HSFG bolts KG 151.00
wherever required, supply, transportation to site,
Assembling, Launching, Erecting of steel girder spans
as per drawings and specifications
approved by Railway and department for construction
Steel girder / bow string superstructure, composite i.e
(Steel +RCC) superstructure, of the Road Over Bridge
with contractor’s own mild steel confirming to IS: 2062
Grade 250(B) with all welds, rivets, nuts bolts rivet
materials, weld materials, HSFG bolts, service bolts,
with other ancillary steel structures fixed to the girder
where necessary in proper level and alignment and as
per technical specifications etc. with contractor’s own
materials, fabrication, machinery, templates, fixtures,
equipments tools and plants, transportation to site,
skilled/ unskilled labour, excise duty., Octroi, sales tax
and other taxes, all leads and lifts, descent, loading,
unloading, crossing one or more Railway track if
required etc. complete and as per technical
specifications.
The rate shall also be inclusive of cold straightening of

deformed and bent girder parts before their assembly.
The structural steel to be used should be manufactured
by SAIL/ RINL/ TISCO/ ESSAR/ JINDAL only. For
Painting prior approval for superior brand/ make of the
paint should be taken from engineer in charge.
Note-1 : The rate shall be inclusive of supply, erection

and dismantling of staging and scaffolding and other
temporary arrangements required for the purpose of
assembly, erection and launching of girders. The rate
shall also be inclusive of cold straightening of deformed
and bent girder parts before/after their assembly.
Note-2 :Metalising girder/ girder component such as

cross girder, top chord channels, bracing etc of BG new
steel girder as directed by engineer with epoxy paint
spray not less than two layers after preparing surface
by sand/grit blasting as per provision laid in Appendix
VI of IRS B-1179 code ( latest alteration) including one
coat wash primer
one coat epoxy zinc crome primer and two coat of
epoxy paint with approved paint conforming to IS
specification for fabrication & erection of steel girder
bridge ( RS B 1-79) as corrected up to date
with contractor’s own materials, tools, plants, labour,
handling, rehandling if any including all lead, lifts
descents, crossing of track/ obstruction etc. complete in
all respectand as per direction of the engineer.
Note-3 : The fabrication of girders must be got done

from RDSO approved firms only.
(77)
2024
Note-4 : For Payment purpose, nominal weight of the
girder as per drawing will only be considered.
14.17 Providing and conducting testing of finished PSC girder per test 116523.00
with simulation system as directed by Engineer
excluding cost of girder, including reaction frame all
testing equipment and their accessories complete.
14.18 Providing and fixing helical pipes in voided concrete

slabs complete as per clause 1700 & 1800 of MoRT&H
specifications including all material, labour, machinary
etc.
14.18.1 600mm dia (Hot dip galvnised GI Sheet 0.7mm thick) metre 8774.00
14.18.2 800mm dia (Hot dip galvnised GI Sheet 0.8mm thick) metre 12173.00
(78)
CHAPTER : R-15
RIVER TRAINING AND PROTECTION WORK
2024
15.1 Providing and laying specified Apron complete as per
drawing and technical specification. [MoRTH Specification :
Clause: 2503]
15.1.1 Boulder/Quarry stone not less than 40 kg (Specific gravity Cum 956.00
not less than 2.65)
15.1.2 Boulder/Quarry stone not less than 40 kg , in wire crates, Cum 2860.00
3x1.5x1.25 meter with wire diameter not less than 4mm
mesh not more than 150mm.
15.1.3 Cement concrete blocks (in M-15 grade) Size Cum 4495.00
0.50x0.50x0.50m each complete with form work etc.
[MoRTH Specification: Clause:2504]
15.2 Providing and laying graded stone aggregate Filter Material Cum 680.00
underneath pitching on slopes complete as per drawing and
technical Specification [MoRTH Specification : Clause 2504]
15.3 Providing and laying Pitching on slopes complete as per

drawing and technical specification [MoRTH Specification
Clause 2504]
15.3.1 With R.R Stone, weighing not less than 40 Kg, thickness Cum 956.00
not less than 150mm (Specific gravity not less than 2.65)
15.3.2 With Cement Concrete block M15 grade, complete with Cum 4576.00
form work etc. [MoRTH Specification: Clause: 2504,1700]
15.4 Providing and laying Flooring Rubble stone/ C.C M15 block
over bedding complete as per drawing and technical
specification. [MoRTH Specification: Clause 2505,1700]
15.4.1 Rubble stone laid in cement mortar 1:3 Cum 4919.00

15.4.2 Cement concrete block in M15 grade including form work Cum 5462.00
15.4.3 If cement concrete (M15) bedding is provided Cum 7229.00

15.5 Supply of wire crates in required size made of hot dipped G sqm 455.00
I wire 4 mm dia having mesh of 10 cm X10 cm surface area
15.6 Labour Charges --

15.6.1 For dumping of boulders / stones including hand packing Cum 412.00
where necessary
15.6.2 For stone pitching for slopes Cum 412.00
15.6.3 For dry stone masonry for toe walls Cum 412.00
15.6.4 For laying boulders in bed Cum 212.00
15.6.5 For filling wire crates made of 5mm dia G I wire by stone in Cum 538.00
specified position at site including 5 mm dia G I wire for
binding complete in all respect .
(79)
2024
15.7 Providing and construction of a Gambian structure for Cum 3121.00
retaining earth with segments of wire crates of size 7 m x 3
m x 0.6 m each divided into 1.5 m compartments by cross
netting, made from 4 mm galvanized steel wire @ 32 Kg
per 10 Sqm having minimum tensile strength of 300 Mpa
conforming to IS: 280 and galvanizing coating conforming to
IS : 4826 , woven into mesh with double twist, mesh size
not exceeding 100 x 100 mm , filled with boulders with least
dimension of 200 mm , all loose ends to be tied with 4 mm
galvanized steel wire complete as per MoRTH specification
clause 2503.3
15.8 Providing and constructing Gambian structures for erosion Cum 5451.00
control, river training works and protection works with wire
crates of size 2 m x 1 m x 0.3 m each divided into 1 m
compartments by cross netting, made from 4 mm
galvanized steel wire @ 32 Kg per 10 Sqm having minimum
tensile strength of 300 Mpa conforming to IS : 280 and
galvanizing coating conforming to IS: 4826 , woven into
mesh with double twist, mesh size not exceeding 100 mm x
100 mm filled with boulders with least dimension of 200
mm, all loose ends to be securely tied with 4 mm
galvanized steel wire complete as per MoRTH specification
clause 2503.3
(80)
CHAPTER : R-16
REPAIR & REHABILITATION
Unit
2024
16.1 Removal of existing cement concrete wearing coat manually or Sqm 351.00
with the help of jack hammers including its disposal within a lead
of 1000 meters, complete as per technical specification without
causing any detrimental effect to any part of the bridge structure
(MoRTH specifications clause 2809,100)
16.2 Removal of existing asphaltic wearing coat comprising of 50 mm Sqm 263.00

thick asphaltic concert laid over 12 mm thick mastic asphalt
including disposal with all lift and lead up to 1000 m. complete
as per technical specification without causing any detrimental
effect to any part of the bridge structure (MoRTH specifications
clause 2809,100)
16.3 Grunting (Minimum density 2T/Cum) on concrete/ masonry Sqm 1847.00
surface with wire mesh and cement mortar 1:3, applied with
compressor after cleaning surface and applying with epoxy
complete as per technical specification. [MoRTH Specification :
Clause: 2807]
16.4 Providing and inserting nipples with approved fixing compound
after drilling holes for grouting as per technical specification
including subsequent cutting/ removal and sealing of the holes
as necessary of nipples after completion of grouting with:
16.4.1 Cement grout [MoRTH Specification : Clause: 2806] Each 140.00

16.4.2 Epoxy grout [MoRTH Specification: Clause: 2803] Each 226.00
16.5 Sealing of cracks by injection process through nipples complete
with material and labour as per drawing and technical
specification [MoRTH Specification: Clause:2803]
16.5.1 Cement grout Kg 177.00
16.5.2 Cement mortar (1:1) grout Kg 173.00
16.5.3 Epoxy grout Kg 4701.00
16.6 Repair / Replacement of damaged concrete railing including Mtr 217.00
dismantling old railing & disposal of dismantled material using
M-30 CC mix to bring it to the original shape complete in all
respect
16.7 Repair/ Replacement of Replacement of damaged mild steel Mtr 325.00
railing including dismantling old railing & disposal of dismantled
material to bring it to the original shape complete in all respect
16.8 Repair of concrete crash barrier with cement concrete of M-30 Mtr 176.00
grade by cutting and trimming the damaged portion to a regular
shape, cleaning the area to be repaired thoroughly, applying
cement concrete after erection of proper form work
16.9 Replacement of steel rocker bearing complete as per Technical tonne 363.00
Specification including Lifting of superstructure span by jacking capacity
up from below i.e. by placing the jacks on pier/abutment caps for
all span length, Supplying, fitting and fixing in position true to line
and level cast steel rocker bearing conforming to IRC: 83(Pt.-1)
section IX and clause 2003 of MoRTH specifications complete
including all accessories as per drawing and Technical
Specifications.
(81)
Unit
2024
16.10 Replacement of forged steel roller bearing complete as per tonne 537.00
Technical Specification including Lifting of superstructure span capacity
by jacking up from below i.e. by placing the jacks on
pier/abutment caps for all span length, Supplying, fitting and
fixing in position true to line and level forged steel roller bearing
conforming to IRC: 83(Pt.-1) section IX and clause 2003 of
MoRTH specifications complete including all accessories as per
drawing and Technical Specifications
16.11 Replacement of sliding plate bearing with PTFE complete as per tonne 698.00
Technical Specification including Lifting of superstructure span capacity
by jacking up from below i.e. by placing the jacks on
pier/abutment caps for all span length, Supplying, fitting and
fixing in position true to line and level sliding plate bearing with
PTFE surface sliding on stainless steel complete including all
accessories as per drawing and Technical Specifications and
BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of
MoRTH Specifications.
16.12 Replacement of elastomeric bearing complete as per Technical cubic 1.50
Specification including Lifting of superstructure span by jacking centimeter
and level elastomeric bearing conforming to IRC: 83 (Part-II)
section IX and clause 2005 of MoRTH specifications complete
including all accessories as per drawing and Technical
Specifications.
16.13 Replacement of sliding plate bearing with mild steel matrix tonne 698.00
complete as per Technical Specification including Lifting of capacity
superstructure span by jacking up from below i.e. by placing the
jacks on pier/abutment caps for all span length, Supplying, fitting
and fixing in position true to line and level sliding plate bearing
with stainless steel plate sliding on stainless steel plate with mild
steel matrix complete including all accessories as per drawing
and Technical Specifications.
16.14 Replacement of POT-PTFE complete as per Technical tonne 755.00

Specification including Lifting of superstructure span by jacking capacity
and level POT-PTFE bearing consisting of a metal piston
supported by a disc or unreinforced elastomer confined within a
metal cylinder, sealing rings, dust seals, PTFE surface sliding
against stainless steel mating surface, complete assembly to be
of cast steel/fabricated structural steel, metal and elastomer
elements to be as per IRC: 83 part-I & II respectively and other
parts conforming to BS: 5400, section 9.1 & 9.2 and clause
2006 of MoRTH Specifications complete as per drawing and
approved Technical Specifications.
16.15 Providing and laying strip seal expansion joint catering to Mtr 15144.00
maximum horizontal movement up to 70mm complete as per
approved drawing and IRC specifications including acceptance
testing as specified to be installed under supervision of a
specialist manufacturer (MoRTH Sp." 2600) including
arrangement of traffic during replacement of joint.
(82)
Unit
2024
16.16 Repairs of Hair-line (Non structural) cracks by chiseling the Kg 735.00
surface making a groove of 25mm x25mm or 12mm x 12mm as
per requirement and priming the surface with Nitroprimer-25
(Epoxy primer) or equivalent followed by sealing the cracks with
Nitro mortars (High strength reinstatement pre packed Epoxy
mortar) or equivalent and finishing off epoxy product having
following properties.
(i) Compressive strength 60 N/Sq mm (28 days)
(ii) Flexural strength 20 N/Sqmm (28 days)
(iii) Tensile strength 10 N/Sqmm (28 days)
16.17 Providing protection coatings on the well caps and piers coating Sqm 1092.00
of surface with Into Cote ET-550 (Epoxy Tar based high
performance resin coating or equivalent) and having specific
gravity mixed (1.40) approximately) and volume solids mixed
66% and recommended thickness of 350 microns (DFT) applied
in two coats (approx. 175 microns per coat) after cleaning the
surface thoroughly.
16.18 Providing and filling joint filler compound confirming to IS: 1834 Rmt 33.00
for each 25mm width & 25mm depth
16.19 Replacement of Expansion Joints complete as per standard Rmt 2889.00
drawings of MoRTH complete as per specification including
removal of old damaged expansion etc.
16.20 Providing external prestressing with high tensile steel
wires/strands including drilling for passage of prestessing steel,
all accessories for stressing and stressing operation and
grouting complete as per drawing and Technical Specification
16.20.1 Span up to 25 m MT 368375.00

16.20.2 Span excedding 25 m and up to 50 m MT 353670.00
16.20.3 Span exceeding 50 m and up to 100 m MT 320625.00
16.21 Removal of defective concrete, cleaning the surface thoroughly, Sqm 246.00
applying the shotcrete mixture mechanically with compressed air
under pressure, comprising of cement, sand, coarse
aggregates, water and quick setting compound in the proportion
as per clause 2807.1., sand and coarse aggregates conforming
to IS: 383 and table 1 of IS: 9012 respectively, water cement
ratio ranging from 0.35 to 0.50, density of gunite not less than
2000 kg/cum, strength not less than 25 Mpa and workmanship
conforming to clause 2807.6.
16.22 Applying epoxy mortar over leached, honey combed and spalled Sqm 563.00
concrete surface and exposed steel reinforcement complete as
per Technical Specification
16.23 Applying pre-packed cement based polymer mortar of strength Sqm 858.00
45 Mpa at 28 days for replacement of spalled concrete including
removal of old damaged concrete and all arrangement for
applying it complete as per MoRTH specifications.
16.24 Applying Epoxy bonding of new concrete to old concrete Sqm 754.00
including removal of ld damaged concrete and all arrangement
for applying it complete as per MoRTH specifications.
(83)
CHAPTER : R-17
GEOTEXTILE & MISC. ITEMS
S.No. Description Unit Item Rate Labour
2024 Rate
2024
17.1 Providing and Inserting indigenously manufactured
Prefabricated Vertical Drain with Polypropylene core
and wrapped with Non-woven geotextile in the very
soft clay for quick consolidation.
17.1.1 Type-A (TFI - Tech Drain TD3520F) with RPM 139.00 38.00
polypropylene core and wrapped with non-woven
geotextile, minimum 100mm width & 4mm core
thickness. As per the approved Comparative
Statement.
17.1.2 Type-B (TFI - Tech Drain TD5020F) with RPM 164.00 38.00
polypropylene core and wrapped with non-woven
geotextile, minimum 100mm width & 5mm core
thickness. As per the approved Comparative
Statement.
17.2 Providing and Laying CE Marked Needle punched
and mechanically bonded Non-woven Geotextile
indigenously manufactured from high quality
Polypropylene stable fibers (continuous filament will
not be accepted) on the prepared subgrade for
separator cum filtration cum drainage application with
necessary overlaps as per drawing.
17.2.1 Type I (TFI-Tech Geo PR15), minimum width 5.0 P.Sqmt. 164.00 38.00
Meter. As per the approved Comparative Statement.
17.2.2 Type II (TFI - Tech Geo PR20) , minimum width 5.0 P.Sqmt. 185.00 38.00
Meter. As per the approved Comparative Statement
17.2.3 Type-III (TFI- TechGeo PR25), minimum width 5.0 P.Sqmt. 206.00 38.00
17.2.4 Type-IV (TFI - TechGeo PR30), minimum width 5.0 P.Sqmt. 240.00 38.00
17.2.5 Type-V (TFI - TechGeo PR40), minimum width 5.0 P.Sqmt. 305.00 38.00
17.2.6 Type-VI (TFI - TechGeo PR50), minimum width 5.0 P.Sqmt. 369.00 38.00
17.2.7 Type-VII - (TFI - TechGeo PR60), minimum width 5.0 P.Sqmt. 435.00 38.00
(84)
2024 Rate
2024
17.3 Providing and Laying Needle punched and
mechanically bonded Non-woven Paving Fabric
not be accepted) over a tack coat of paving grade
bitumen 80-100 preparation, laid at the rate of 1 kg
per Sqm over thoroughly cleaned and repaired
surface to provide a water resistant membrane and
crack retarding layer. Paving fabric to be laid before
cooling of tack coat, brooming and rolling of surface
with pneumatic roller to maximize paving fabric
contact with pavement surface as per drawing and
product approval certificate from M/s CRRI, New
Delhi.
17.3.1 (a) Tech Pave (TFI- Tech Pave C040), minimum P.Sqmt. 227.00 38.00
width 5.0 Meter. As per the approved Comparative
Statement.
17.4 Providing and Laying Fiberglass Geogrid of
indigenously manufactured from high quality glass
fiber strands and coated with a polymer modified
bitumen as reinforcement to asphalt overlay flexible
pavements and asphalt over distressed rigid PCC
pavements.
17.4.1 Type 50 (TFI - Tec glass 50 ken X 50 ken) minimum P.Sqmt. 240.00 38.00
width of 2.5 Meter/ 5.0 Meter. As per the approved
Comparative Statement
17.4.2 Type 100 (TFI - Tec glass 100kN X 100 ken), P.Sqmt. 369.00 38.00
minimum width of 2.5 Meter/ 5.0 Meter. As per the
approved Comparative Statement
17.4.3 Type 200 (TFI - Tec glass 100 kN X 200 kN, minimum P.Sqmt. 464.00 38.00
width of 2.5 Meter/ 5.0 Meter. As per the approved
17.5 Providing and Laying CE marked woven multifilament
Polyester Geotextile indigenously manufactured from
high quality polyester filament yarns for soil
reinforcement and stabilization on the prepared
subgrade with necessary overlaps and as per drawing
17.5.1 (a) Type A (TFI 3100: 100 kN/m X 50 kN/m), P.Sqmt. 216.00 38.00
minimum width of 5.0 Meter. As per the approved
Comparative Statement.
17.5.2 (b) Type B (TFI 3200: 200 kN/m X 50 kN/m), P.Sqmt. 258.00 38.00
17.6 Providing and Laying Copper & polypropylene rope
Gabions indigenously manufactured from high
strength rope for slope protection and erosion control
for river bank and sea-shore protection
17.6.1 (a) Type-A (TFI 1x1x1), size 1mx1mx1m with P.No. 2335.00 77.00
100mmx100mm aperture size. As per the approved
17.6.2 (b) Type-B (TFI - 1x1x2), size 1mx1mx2m with P.No. 4121.00 77.00
(85)
2024 Rate
2024
17.6.3 (c) Type-C (TFI - 1x1x3) , size 1mx1mx3m with P.No. 6092.00 77.00
17.7 Providing and Fixing Gabions of only TFI made of
mechanically woven hexagonal shaped wire mesh of
type, 10X12cm with edges selvedge made of heavily
(Zinc + PVC) coated GI wires as per BS:443, mesh
wire 2.70mm Ǿ edge wire 3.4mm Ǿ of only TFI/
TechBox type filled with 20 kg to 50 kg weight trap
stones including conveying with all the leads & lifts
and placing at required places in required line, level,
slope, section as directed etc to complete Reinforced
Earth Walls & Slopes as per Drawing.
17.7.1 (a) TechBox (TFI- Steel Wire gabion of size 1.00M X Cum 4149.00 77.00
1.00M X 1.00M). As per the approved Comparative
Statement.
17.8 Providing and Laying CE Marked Knitted and PVC
coated Polyester Biaxial Geogrid for Basal
Reinforcement indigenously manufactured from
selected high tenacity polyester yarn with high
molecular weight (> 25000 g/mol), and low carboxyl
end group (<30mmol/kg) for soil reinforcement
application for stabilization, requirement of geogrid
strength in both direction with granular fill (extruded
PP geogrids & Polyester strips & Geostrips & Steel
Strips not allowed). Coating of Geogrid/ Reinforcing
geosynthetic material with LDPE, Latex, Bitumen and
any other coating is not accepted.
17.8.1 (a) Type I = TFI - TechGrid TGB 30(30 kN/mx30 P.Sqmt. 210.00 38.00
KN/m Ultimate tensile strength), minimum width of 5.0
Meter, as per the approved Comparative Statement.
17.8.2 (b) Type II = TFI - TechGrid TGB 40(40 kN/mx40 P.Sqmt. 249.00 38.00
Kn/m Ultimate tensile strength), minimum width of 5.0
17.8.3 (c) Type III = TFI - TechGrid TGB 60(60 kN/m x 60 P.Sqmt. 305.00 38.00
17.8.4 (d) Type IV = TFI - TechGrid TGB 90(90 kN/mx90 P.Sqmt. 369.00 38.00
17.8.5 (e) Type V = TFI - TechGrid TGB 11(30 kN/m x 60 P. Sqmt. 265.00 38.00
17.8.6 (f) Type VI = TFI - TechGrid TGB 12 ( 40 kN/m x 80 P.Sqmt. 305.00 38.00
(86)
2024 Rate
2024
17.9 Providing and Laying Reinforced Non-woven
Composite indigenously manufactured from Needle
punched Polypropylene Non-woven Geotextile
(Continuous Filament non woven geotextile will not be
accepted) Reinforced with high tenacity Polyester yarn
on the prepared subgrade for separator cum filtration
cum reinforcement application.
17.9.1 (a) Type-A (TFI - TGC 60kN/m X 60kN/m), minimum P.Sqmt. 305.00 38.00
width of 5.0 Meter. As per the approved Comparative
Statement.
17.9.2 (b) Type-B (TFI - TGC 90 kN/m X 90 kN/m) , P.Sqmt. 379.00 38.00
17.10 Providing and Laying CE Marked Knitted and PVC
coated Polyester Uniaxial Geogrid, indigenously
manufactured from selected high tenacity polyester
yarn with high molecular weight (> 25000 g/mole), and
low carboxyl end group (<30mmol/kg) for reinforced
soil wall and reinforced slope application with granular
fill as per design prepared by technology provider of
reinforced earth wall and slope.(Reinforcing
geosynthetic product of extruded PP geogrids &
Polyester strips & Geostrips & Steel Strips not allowed
and not accepted). The reinforced earth wall and
slope should have 100% coverage of Knitted and PVC
coated Polyester Uniaxial Geogrid. (Coating of
Geogrid and Geosynthetic reinforcing material with
LDPE, Latex, Bitumen and any other coating will not
be allowed).
17.10.1 (a) Type-1(TFI - TechGrid TGU 40) (40 Kn/m Ultimate P.Sqmt. 199.00 38.00
tensile strength), minimum width of 5.0 M, as per the
approved Comparative statement.
17.10.2 (b) Type-II (TFI - TechGrid TGU 60) (60 KN/m P.Sqmt. 227.00 38.00
Ultimate tensile strength), minimum with of 5.0 Meter,
as per the approved Comparative Statement
17.10.3 (c) Type-III (TFI - TechGrid TGU80) (80 KN/m P.Sqmt. 258.00 38.00
as per the approved Comparative Statement.
17.10.4 (d) Type-IV(TFI - TechGrid TGU 100)(100 KN/m P.Sqmt. 305.00 38.00
as per the approved Comparative Statement
17.10.5 (e) Type-V(TFI - TechGrid TGU 120)(120 KN/m P.Sqmt. 350.00 38.00
17.10.6 (f) Type-VI (TFI - TechGrid TGU 150)(150 KN/m P.Sqmt. 389.00 38.00
(87)
2024 Rate
2024
17.10.7 (g) Type-VII (TFI - TechGrid TGU 200) (200 KN/m P.Sqmt. 474.00 38.00
17.10.8 (h) Type-VIII (TFI - TechGrid TGU 250) (250 KN/m P.Sqmt. 558.00 38.00
17.11 Providing and Laying only CE Marked Knitted and

PVC coated Polyester Uniaxial Geogrid-Techgrid
indigenously manufactured from selected high
tenacity polyester yarn with high molecular weight (>
25000 g/mole), and low carboxyl end group
(<30mmol/kg) for Reinforced soil wall (Reinforcing
Geosynthetic product material of extruded PP
geogrids & Polyester strips & Geostrips & Steel strips
not allowed) with granular fill of PHi-32 degree (design
is to be carried out in accordance with BS-8006 /
FHWA) with concrete block (M35) as facia, casting &
erection of blocks with Techgrid, providing & laying of
leveling pad of M15, providing and laying coping beam
(M35), providing and laying 300mm thick filter media
etc. completed as per the necessary drawing and
instruction of Engineer In Charge.
Excluding providing, laying and compacting selected

backfill and retained fill behind the wall, excavation
and ground improvement, if any. The reinforced earth
wall and slope should have 100% coverage of 5m
width Knitted and PVC coated Polyester Geogrid.
(Coating of Geogrid/ Reinforcing geosynthetic
material with LDPE, Latex, Bitumen and any other
coating will not be allowed and will not be accepted).
17.11.1 (a) PVC coated polyester geogrid-Techgrid 1 Meter to P.Sqmt 7835.00 2180.00
4 meter
17.11.2 (b) PVC coated polyester geogrid-Techgrid 4 Meter to P.Sqmt 8551.00 2180.00
6 meter
17.11.3 (c) PVC coated polyester geogrid-Techgrid 6 Meter to P.Sqmt 9251.00 2180.00
8 meter
17.11.4 (d) PVC coated polyester geogrid-Techgrid 8 Meter to P.Sqmt 10369.00 2180.00
10 meter
17.11.5 (e) PVC coated polyester geogrid-Techgrid 10 Meter P.Sqmt 11705.00 2180.00
to 12 meter
17.11.6 (f) PVC coated polyester geogrid-Techgrid 14 Meter P.Sqmt 12519.00 2180.00
to 16 meter
17.12 Providing and Laying a Woven Polypropylene
multifilament Geotextile of indigenously manufactured
from multifilament polypropylene yarn on the prepared
subgrade (CBR less than 3%) as a separator cum
drainage cum reinforcement with necessary overlaps
as per drawings
17.12.1 (a) Type I (TFI 1100), minimum width of 5.0 Meter. As P.Sqmt. 164.00 38.00
per the approved Comparative Statement.
(88)
2024 Rate
2024
17.12.2 (b) Type II (TFI 1200), minimum width of 5.0 Meter. P.Sqmt. 182.00 38.00
As per the approved Comparative Statement.
17.12.3 (c) Type III (TFI - 1300), minimum width of 5.0 Meter. P.Sqmt. 210.00 38.00
17.13 Providing and Laying CE Marked Woven

Polypropylene Geotextile indigenously manufactured
from black UV stabilized polypropylene flat tape/
fibrillated tape yarns on the prepared subgrade (CBR
less than 3%) as a separator cum Reinforcement with
necessary overlaps having minimum 5 years
Performance certificate from any State PWD and as
per drawings
17.13.1 (a) Type I (TFI - 5100), minimum width of 5.3 Meter. P. Sqmt. 110.00 38.00
17.13.2 (b) Type II (TFI - 5200), minimum width of 5.3 Meter. P. Sqmt. 126.00 38.00
17.13.3 (c) Type III (TFI - 5300), minimum width of 5.3 Meter. P. Sqm. 150.00 38.00
17.14 Providing and Laying Needle punched and

mechanically bonded Non-woven Paving Fabric
not be accepted) over a tack coat of paving grade
bitumen 80-100 preparation, laid at the rate of 1 kg
per Sqm over thoroughly cleaned and repaired
surface to provide a water resistant membrane and
crack retarding layer. Paving fabric to be laid before
cooling of tack coat, brooming and rolling of surface
with pneumatic roller to maximize paving fabric
contact with pavement surface as per drawing and
product approval certificate from M/s CRRI, New
Delhi.
17.14.1 (a) TechPave (TFI- TechPave C040), minimum width P.Sqmt. 227.00 38.00
5.0 Meter. As per the approved Comparative
Statement.
17.15 Providing and Fixing Gabions of only TFI made of
mechanically woven hexagonal shaped wire mesh of
type, 10X12cm with edges selvedge made of heavily
(Zinc + PVC) coated GI wires as per BS:443, mesh
wire 2.70mm Ǿ edge wire 3.4mm Ǿ of only TFI/
TechBox type filled with 20 kg to 50 kg weight trap
stones including conveying with all the leads & lifts
and placing at required places in required line, level,
slope, section as directed etc. to complete Reinforced
Earth Walls & Slopes as per Drawing
17.15.1 (a) TechBox (TFI- Steel Wire gabion of size 1.00M X Cum 4149.00 77.00
1.00M X 1.00M). As per the approved Comparative
Statement.
(89)
2024 Rate
2024
17.16 Providing and Laying only CE Marked Knitted and
PVC coated Polyester Uniaxial Geogrid-Techgrid
indigenously manufactured from selected high
tenacity polyester yarn with high molecular weight (>
25000 g/mole), and low carboxyl end group
(<30mmol/kg) for Reinforced soil wall (Reinforcing
Geosynthetic product material of extruded PP
geogrids & Polyester strips & Geostrips & Steel strips
not allowed) with granular fill of PHi-32 degree (design
is to be carried out in accordance with BS-8006 /
FHWA) with concrete block (M35) as facia, casting &
erection of blocks with Techgrid, providing & laying of
levelling pad of M15, providing and laying coping
beam (M35), providing and laying 300mm thick filter
media etc. completed as per the necessary drawing
and instruction of Engineer In Charge. Excluding
providing, laying and compacting selected backfill and
retained fill behind the wall, excavation and ground
improvement, if any. The reinforced earth wall and
slope should have 100% coverage of 5m width Knitted
and PVC coated Polyester Geogrid. (Coating of
Geogrid/ Reinforcing geosynthetic material with
LDPE, Latex, Bitumen and any other coating will not
17.16.1 (a) PVC coated polyester geogrid-Techgrid 1 Meter to P.Sqmt 7835.00 2180.00
4 meter
17.16.2 (b) PVC coated polyester geogrid-Techgrid 4 Meter to P.Sqmt 8551.00 2180.00
6 meter
17.16.3 (c) PVC coated polyester geogrid-Techgrid 6 Meter to P.Sqmt 9251.00 2180.00
8 meter
17.16.4 (d) PVC coated polyester geogrid-Techgrid 8 Meter to P.Sqmt 10369.00 2180.00
10 meter
17.16.5 (e) PVC coated polyester geogrid-Techgrid 10 Meter P.Sqmt 11705.00 2180.00
to 12 meter
17.16.6 (f) PVC coated polyester geogrid-Techgrid 14 Meter P.Sqmt 12519.00 2180.00
to 16 meter
17.17 Providing & mixing admixture in Cement Concrete P.Kg. 437.00 -
flooring/Cement Plaster/Plain or RCC work, Synthetic
Polyester Triangular Construction Fiber of length
6mm/12mm/18mm with specific gravity 1.34 to 1.40
and diameter 10-40 microns and melting point>220
degrees centigrade by using 125 gm fiber or
equivalent as per manufacturers specifications for 50
kgs cement used as per direction of Engineer - in -
charge.
17.18 Providing & mixing admixture in Cement Mass P.Kg. 558.00 -
Concrete flooring, CC Road, RCC work, Canal Lining
and Shotcrete Non Circular with ribbed surface
Structural Synthetic Macro Fiber 42-50mm length,
specific gravity of >1.30 and diameter 0.8-1.20mm
and melting point>220 degree centigrade@0.75% -
1.00% by cement weight or equivalent as per
manufacturers specifications in design mix as per
direction of Engineer-in-charge.
(90)
2024 Rate
2024
17.19 Valuation of permanent or pucca structure including P.100 4537.00 -
measurement at site, preparation of valuation, Sqm
photographs, preparation of plan including
transportation and submitting in 4 sets etc. complete
as per Standing order including approval by the CALA
17.20 Superimposing of revenue map over road alignment P.Village 23025.00 -

using satelite coordinating system and calculation of
area for land acquisition and area of structure
including government and private structures etc
complete in two sets.
17.21 Arrangement of water proof tent, carpeting, VVIP
arrangemnts of rest room, stage erection with back
drop & flower decoration etc etc for Laying of
Foundation Stone/ inaugaral function etc for MoRTH
projects through event management team complete
by providing :-
17.21.1 Dome German hanger water proof Sqm 430.00 --
17.21.2 Dome Red carpeting Sqm 54.00 --
17.21.3 Pipe pandal with white celling with red carpeting Sqm 129.00 --
17.21.4 Stage with Red Carpet Sqm 592.00 --
17.21.5 Podium each 2000.00 --
17.21.6 side wall covering Sqm 54.00 --
17.21.7 Canopy(For VIP & Other) Sqm 1022.00 --
17.21.8 Plateform Sqm 592.00 --
17.21.9 Sofa for Loungh (2 Seater) each 1100.00 --
17.21.10 Center Table each 150.00 --
17.21.11 Chair for Stage each 350.00 --
17.21.12 Towal for VVIP Chair each 150.00 --
17.21.13 Small Towal each 100.00 --
17.21.14 Center Table for stage each 200.00 --
17.21.15 Banqut chair for press & VIP each 60.00 --
17.21.16 Chemical Toilet for VVIP Sqm 3000.00 --
17.21.17 Chemical Toilet All Accessory Sqm 6000.00 --
17.21.18 Wash Basin each 1000.00 --
17.21.19 D Jaali Barricating with Red Carpet Sqm 60.00 --
17.21.20 Celling Fan each 200.00 --
17.21.21 Light for Dome each 175.00 --
17.21.22 Plastic Chair each 15.00 --
17.21.23 Tower AC 3.5 Ton each 6500.00 --
17.21.24 Led Riser with Masking each 55.00 --
17.21.25 Media Riser with Masking each 55.00 --
17.21.26 Barricating for Dome & Pipe Pandal Sqm 50.00 --
17.21.27 Table with white frill each 125.00 --
17.21.28 Foundation Stone
17.21.28. Touch Panel complete 8000.00 --
1 set
17.21.28. Animated Slide Presentation job 5000.00 --
2
17.21.29 Branding (Flex & printing)
17.21.29. Stage Backdrop Sqm 538.00 --
1
17.21.29. Entry Gate Box Top Sqm 538.00 --
2
(91)
2024 Rate
2024
17.21.29. Entry Gate Legs Sqm 538.00 --
3
17.21.29. Podium branding Three sided Sqm 538.00 --
4
17.21.29. VVIP,VIP,Media,Ladies Signage Sqm 100.00 --
5
17.21.30 Sound
17.21.30. Sound For Dome & Pipe Pandal complete 80000.00 --
1 set
17.21.31 Flower
17.21.31. Stage & Stair Flower Work job 65000.00 --
1
17.21.31. D-area Flower work job 20000.00 --
2
17.21.31. Flower for Center Table job 5000.00 --
3
17.21.31. Flower Hand Bouquet each 500.00 --
4
17.21.31. Podium flower work job 3000.00 --
5
17.21.32 A/V
17.21.32. Led wall Sqm 2421.00 --
1
17.21.32. Laptop each 1000.00 --
2
17.21.32. Plasma for stage each 3500.00 --
3
17.21.33 Misc.
17.21.33. Genset 125 Kva -10 Hrs with transpoartaion each 30000.00 --
1
17.21.33. Genset 62 Kva - 10 Hrs for setup with transpoartaion each 15000.00 --
2
17.21.33. Still photographer Job 5000.00 --
3
17.21.33. Video grapher Job 7000.00 --
4
17.21.33. Videographer Mixer Job 10000.00 --
5
17.21.33. Water bottle carton each 200.00 --
6
17.21.33. Running Tea & Refreshment for VIP & Crockery Job 60000.00 --
7
17.21.33. Lighting Lamp each 1101.00 --
8
17.21.33.
Innova latest model for VIP with driver & HSD P.day 5000.00 --
9 complete
17.21.33.
Stay arrangement of VIP in 3 Star or equivalent hotel P.day 8000.00 --
10 with food
17.22 Supply & Printing of BSR including A4 Size paper, Each 480.00 --
rezine binding, cover page binding, complete work as
per direction of Engineer-In-Charge.
17.23 Photocopy work of all size
17.23.1 Black & White A-4 / Legal Size Each 0.75 --
17.23.2 Black & White A3 Size Each 1.05 --
(92)
2024 Rate
2024
17.23.3 Multicolour Map / Drawing Printing P.Sq. Inch 0.30 --
17.23.4 Multicolour Map / Drawing Printing P.Sq. Inch 0.30 --
17.23.5 Spirial Binding / Strip Binding Each 20.00 --

17.24 Computer Job work with print
17.24.1 A-4 / Legal Size Each 18.00 --
17.24.2 A3 Size Each 30.00 --
17.24.3 Black & White A4 Size Correction & Reprint Each 6.00 --
17.24.4 Black & White A3 Size Correction & Reprint Each 9.00 --
17.24.5 Colour Printout A4 Size Each 24.00 --
17.24.6 Colour Printout A3 Size Each 50.00 --
17.24.7 Engineering Plan Printing Work on A2 Size Each 21.00 --
17.24.10 Engineering Plan Printing Work on AA0 Size Each 120.00 --
(93)

BSR NH Circle Jaipur 2024

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.

BASIC SCHEDULE OF RATES

ROAD AND BRIDGE WORKS

Cost : Rs. 1,000/-

BASIC SCHEDULE OF RATES

ROAD AND BRIDGE WORKS

Cost : Rs. 1,000/-

CHAPTER NO. DESCRIPTION PAGE NO.

APPROVAL LETTERS OF BSR -

INPUT (RATES INCLUSIVE OF ALL TAXES) -

PART - "A" LEAD CHART FOR ROAD MATERIAL AND

CHAPTER-1 PART - "B" CARRIAGE OF MATERIALS 2-2

CHAPTER-2 SITE CLEARANCE & DISMANTLING 3-5

CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE 6 - 10

SUB-BASES, BASES (NON- BITUMINOUS) AND

CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) 14 - 22

CHAPTER-6 CEMENT CONCRETE PAVEMENTS 23 - 24

CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH 25 - 25

TRAFFIC SIGNS, MARKINGS & OTHER ROAD

CHAPTER-9 PIPE CULVERTS & CULVERTS 40 - 43

CHAPTER-10 MAINTENANCE OF ROADS 44 - 50

CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS 79 - 80

CHAPTER-16 REPAIR AND REHABILITATION 81 - 83

CHAPTER-17 GEOTEXTILE MISC ITEMS 84 - 93

P&M-011 Crane (a) 80 tonnes Lifting Purpose 0 0 hour 1160.00

P&M-012 Cranes b) 35 tonnes Lifting Purpose 0 0 hour 725.00

P&M-013 Cranes c) 3 tonnes Lifting Purpose 0 0 hour 335.00

P&M-019 Generator( b) 63 KVA Genration of electric Energy KVA 50 hour 635.00

P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 1135.00

P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 305.00

P&M-042 Rotavator Scarifying cum/hour 25 hour 20.00

P&M-054 Tractor with Rotevator Rate of Tractor + Rotevator 0 0 hour 255.00

P&M-055 Tractor with Ripper Rate of Tractor 6+ Ripper 0 0 hour 250.00

P&M-060 Water Tanker Water Transport capacity in KL 6 hour 145.00

P&M-061 Water Tanker Water Transport capacity in KL 6 km 140.00

P&M-065 Belt conveyor system hour 170.00

P&M-066 Boat to carry atleast 20 persons hour 2065.00

Sl. No. Description of Machine Unit Rate

P&M-069 Cold milling machine @ 20 cum per hour hour 4400.00

P&M-070 Crane 5 tonne capacity hour 345.00

P&M-071 Crane 10 tonne capacity hour 420.00

P&M-072 Crane 15 tonne capacity hour 555.00

P&M-073 Crane 20 tonne capacity hour 660.00

P&M-074 Crane 40 T capacity hour 715.00

P&M-075 Crane with grab 0.75 cum capacity hour 1155.00

P&M-078 Epoxy Injection gun hour 275.00

P&M-079 Generator 33 KVA hour 550.00

P&M-080 Generator 100 KVA hour 820.00

P&M-081 Generator 250 KVA hour 1025.00

P&M-084 Jack for Lifting 40 tonne lifting capacity. day 4090.00

P&M-086 Plate compactor hour 105.00

P&M-088 Texturing machine (for rigid pavement) hour 275.00

P&M-089 Truck Trailor 30 tonne capacity hour 420.00

P&M-090 Truck Trailor 30 tonne capacity t.km 415.00

P&M-091 Tunnel Boring machine hour 490.00

P&M-093 Wet Mix Plant 100 TPH hour 1330.00

P&M-094 Wet Mix Plant 75 TPH hour 1100.00

P&M-095 Welding machine with rods hour 185.00

P&M-096 Portable Mini Hot Mix Plant Per day 3850.00

P&M-097 Fuel / Diseal costs Per liter 65.00